RESOLUTION NO. 2026-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON AUTHORIZING
THE CITY MANAGER TO PROVIDE A LETTER OF INTENT REQUESTED BY THE
CALIFORNIA WATER RESOURCES CONTROL BOARD DIVISION OF FINANCIAL
ASSISTANCE FOR FUNDING PURPOSES FOR A POTENTIAL WATER SYSTEM CONSOLIDATION PROJECT BETWEEN THE CITY OF LIVINGSTON AND FLOYD A.
SCHELBY ELEMENTARY SCHOOL
WHEREAS, on November 19, 2024, the City Council authorized discussions between the City of Livingston and Self-Help Enterprises regarding a potential water system consolidation between the City of Livingston and the Floyd A. Schelby Elementary School (Schelby School); and
WHEREAS, the proposed consolidation effort was initiated in response to ongoing drinking water quality concerns associated with 1,2,3-Trichloropropane (TCP) contamination affecting both the City of Livingston and the Schelby School water systems; and WHEREAS, the City of Livingston is currently implementing multiple water system improvement projects intended to address long-term water quality and system reliability needs, including treatment for TCP for the City’s existing service area; and WHEREAS, Schelby School relies on private wells for drinking water and landscape irrigation and has evaluated alternatives for achieving compliance with State drinking water standards; and
WHEREAS, a Preliminary Engineering Report (PER) prepared for the Schelby School identified a water system consolidation with the City of Livingston as the preferred long-term alternative; and
WHEREAS, City staff and Self-Help Enterprises have determined that additional engineering analysis is needed to further evaluate the potential water system consolidation, including the incorporation of the City’s requirements for an out-of-boundary water service; and WHEREAS, Self-Help Enterprises has indicated that the State Water Resources Control Board Division of Financial Assistance (DFA) is currently processing a Work Plan for additional project funding to amend the Preliminary Engineering Report; and WHEREAS, Self-Help Enterprises has requested on behalf of DSA that the City of Livingston provide a Letter of Intent affirming the City’s interest in a potential water system consolidation between the City of Livingston and Schelby School; and WHEREAS, the Letter of Intent would allocate additional funding from DSA to Self Help Enterprises for the continued pursuit of a potential water system consolidation between the City of Livingston and Schelby School; and
WHEREAS, the proposed Letter of Intent would not constitute final approval of the consolidation project, a guarantee of water service, or authorization of any infrastructure improvements, funding obligations, or water service commitments; and 161 of 534
WHEREAS, any future commitment to provide water service or approve the proposed consolidation would be subject to further engineering analysis and future City Council review and approval; and
WHEREAS, the City Council desires to provide a Letter of Intent for said purposes and in support for a potential water system consolidation between the City of Livingston and Schelby School.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Livingston hereby:
1. Finds that the foregoing recitals are true and correct and incorporated by reference.
2. Authorizes the City Manager to provide a Letter of Intent requested by the State Water Resources Control Board Division of Financial Assistance for funding purposes for a potential water system consolidation project between the City of Livingston and Floyd A. Schelby Elementary School.
3. The Letter of Intent shall be provided in a form approved by Legal Counsel.
4. This Resolution will become effective immediately.
I hereby certify that the foregoing Resolution No. 2026- is a full, true and correct copy of a resolution duly passed and adopted by City Council of the City of Livingston at a regular meeting thereof duly held on 16th day of June, 2026, by the vote recorded as follows:
AYES:
NOES:
ABSENT:
ABSTAIN:
By:
Jose A. Moran, Mayor
of City of Livingston
ATTEST
Monica Cisneros, Deputy City Clerk
of the City of Livingston
APPROVED AS TO LEGAL FORM
________________________
City Attorney or Assistant City Attorney
Of City of Livingston
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STAFF REPORT
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AGENDA ITEM: Adoption of Resolution 2026-__ Ratifying a Public Improvement and Reimbursement Agreement with Self-Help
Enterprises for the Construction of Interim Phases 1 and 2 of the Winton Parkway Extension Project and Authorizing the City Manager to Execute all Related Documents
MEETING DATE: June 16, 2026
PREPARED BY: Jose Antonio Ramirez, City Manager
REVIEWED BY: Jose Antonio Ramirez, City Manager
RECOMMENDATION
Staff recommends that the City Council adopt a Resolution ratifying a Public Improvement and Reimbursement Agreement with Self-Help Enterprises (“SHE”) for the construction of Interim Phases 1 and 2 of the Winton Parkway Extension Project, and authorizing the City Manager to execute all related documents.
BACKGROUND
On April 7, 2026, the City Council approved a final negotiated Purchase and Sale Agreement between the City of Livingston and the Livingston Union Elementary School District to acquire a fee simple interest in a portion of property, identified as Assessor Parcel No. 022-010-007 and located at Unassigned, SEQ B Street and Winton Parkway, for the purpose of expanding Winton Parkway to the south between B Street and F Street, and constructing street improvements. At the same time, the City Council approved the negotiation of a Public Improvement and Reimbursement Agreement between the City and several adjacent property owners, including Self-Help Enterprises. The purpose of the Agreement is to require each property owner to pay their fair share of the Winton Parkway roadway improvements, according to an analysis that allocates the percentage of right-of-way frontage costs among parcels.
The City and SHE finalized the Public Improvement and Reimbursement Agreement, attached hereto as Attachment 2, which was executed by both parties on May 18, 2026.
DISCUSSION
In 2025, the City of Livingston permitted the construction of the River Glen Apartments Complex at the southeast quadrant of the intersection of Winton Parkway and B Street. The City has been working with Self-Help Enterprises, the Developer for the River Glen Apartments Complex, to also construct an extension for Winton Parkway to the south, abutting the project’s west property and spanning between B Street and F Street.
The road extension will be constructed in two phases, with Phase 1 to include construction of a 2-lane paved roadway and street improvements to accommodate vehicle traffic in each direction, and Phase 2 to include construction of pavement widening of the south leg of the Winton Parkway and B Street intersection for travel and turn lanes, and addition of traffic signal posts, mast arms and electrical control cabinets.
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STAFF REPORT
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The costs for the interim street improvements will be paid from SHE’s fair share, the City’s fair share, and contributions from the other benefitted parcels. SHE’s engineer prepared cost estimates for the interim and ultimate roadway improvements in coordination with the City. The City then determined the fair share percentages for all the affected parcels, which are as follows:
Parcel (APN) Total
Area in
Sq. Ft.
Percentage Amount
Parcel A (APN 022-010-027)
Owner Livingston B Street L.P.
52,307 32.47% $662,141.54
Parcel B (APN 022-010-018)
Owner Castle Assets LLC
32,545 20.20% $411,979.21
Parcel C (APN 022-010-019)
Owner W&B Spycher
Properties
25,470 15.81% $322,418.51
City of Livingston(APN 022-
041-003 thru 010)
28,340 17.59% $358,749.14
LUSD (APN 022-010-007) 22,414 13.92% $283,733.35
Total 161,076 100% $2,039,021.74
Due to construction-related time constraints, the City will advance the fair share of costs of the remaining parcel owners while reimbursement agreements are being negotiated. The City will seek reimbursement from the remaining property owners for their fair share of the costs of constructing the interim Winton Parkway improvements and for constructing the final 4-lane arterial road, though the agreements with the remaining property owners have not yet been completed.
SHE’s estimated contribution for the public roadway improvements is 32.47%, or $662,141.54 of a currently projected total of $2,039.021.74. The City’s estimated contribution for the public roadway improvements is 17.6%, or $358,749.14. The City will advance the remaining 49.93% ($1,018,131.07) of the remaining property owners’ shares and seek reimbursement through negotiated agreements. The funds will be held in escrow and paid out monthly upon submission of the developer’s pay application for work completed, with a final payment made upon certificate completion after final costs of the project have been completed.
In addition, the Agreement contains terms of construction of the roadway, including the following:
Delivery, Schedule and Completion:
• SHE must obtain all entitlements and permits, commence construction promptly, and complete Interim Improvements within 24 months of commencement or by City’s Certificate of Completion.
• Notices of Completion are issued by the Director of Public Works after inspection upon request and submission of required documentation.
• Compliance requires Notice(s) of Completion, regulatory sign-offs, a written request for City acceptance with required materials, and delivery of the Warranty Bond.
Construction Administration and Documentation:
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STAFF REPORT
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• SHE provides designs, plans, and specifications for approval and performs work to applicable laws and standards.
• Required bonds include performance, payment, and a warranty bond equal to 10 percent of the Engineer’s Estimate.
• Plan revisions and change orders over thresholds require City review and approval. • SHE must submit monthly pay applications; City reviews within ten business days to facilitate contractor payment within 30 days.
• An escrow is established for monthly disbursements, partial releases of undisputed amounts, and final close after Notices of Completion and reconciliation.
Maintenance, Warranty and Insurance:
• SHE maintains and repairs improvements before Compliance and until City acceptance.
• After acceptance, the City operates and maintains the improvements, subject to the oneyear warranty obligations. • The Warranty Bond secures correction of defects during the one-year Warranty Period starting at acceptance, with special timing for plant materials. • SHE must maintain general liability, auto, workers’ compensation, and pollution liability insurance with specified limits and endorsements.
Based on the City Council’s April 7, 2026, authorization to negotiate a Public Improvement and Reimbursement Agreement with SHE, the City and SHE have executed the Agreement so SHE can commence construction of Phase 1 of the Winton Parkway Extension Project.
ENVIRONMENTAL REVIEW
The Project is exempt from CEQA pursuant to 14 CCR §15183(a), consistent with the development density established by existing zoning, community plan, or general plan policies, §15183(f), previously adopted and uniformly applied development policies or standards, and §15183.3, streamlining for eligible infill projects
FISCAL IMPACT
The City’s estimated contribution for the public roadway improvements is 17.59%, or $358,749.14 of the currently projected total of $2,039.021.74. The City is also advancing the remaining property owners’ share pending reimbursement, totaling 49.93%, or $1,018,131.07, for a combined total of $1,376,880.20. Staff is also requesting a 10% contingency of $137,688.02 and $3,000 for escrow holder fee.
Authorize the Finance Department to make a supplemental appropriation to Fund 1223 – Road Maintenance and Rehab, Account 1223-105-7530 – Local Projects for $1,517568.23.
ATTACHMENTS
1. Resolution No. 2026-XX
2. Public Improvement and Reimbursement Agreement
3. Exhibits A through K to Public Improvement and Reimbursement Agreement 165 of 534
RESOLUTION NO. 2026-__
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON RATIFYING A
PUBLIC IMPROVEMENT AND REIMBURSEMENT AGREEMENT WITH SELF-HELP ENTERPRISES FOR THE CONSTRUCTION OF INTERIM PHASES 1 AND 2 OF THE
WINTON PARKWAY EXTENSION PROJECT AND AUTHORIZING THE CITY MANAGER TO
EXECUTE ALL RELATED DOCUMENTS
WHEREAS, the City of Livingston, a municipal corporation and general law city duly authorized and existing under and pursuant to the Constitution and laws of the State of California (“City”), is authorized to enter into contracts and agreements and to acquire and dispose of property for the benefit of the City; and
WHEREAS, On April 7, 2026, the City Council approved a final negotiated Purchase and Sale Agreement between the City of Livingston and the Livingston Union Elementary School District to acquire a fee simple interest in a portion of property, identified as Assessor Parcel No. 022-010-007 and located at Unassigned, SEQ B Street and Winton Parkway, for the purpose of expanding Winton Parkway to the south between B Street and F Street, and constructing street improvements, which was ratified by City Council on May 5, 2026.
WHEREAS, on April 7, 2026, , the City Council also approved the negotiation of a Public Improvement and Reimbursement Agreement between the City and several adjacent property owners, including Self-Help Enterprises. The purpose of the Agreement is to require each property owner to pay their fair share of the Winton Parkway roadway improvements, according to an analysis that allocates the percentage of right-of-way frontage costs among parcels.
WHEREAS, based on the April 7 approval, The City and SHE finalized the Public Improvement and Reimbursement Agreement which was executed by both parties on May 18, 2026.
WHEREAS, the road extension will be constructed in two phases, with Phase 1 to include construction of a 2-lane paved roadway and street improvements to accommodate vehicle traffic in each direction, and Phase 2 to include construction of pavement widening of the south leg of the Winton Parkway and B Street intersection for travel and turn lanes, and addition of traffic signal posts, mast arms and electrical control cabinets.
WHEREAS, The costs for the interim street improvements will be paid from SHE’s fair share and contributions from the other benefitted parcels. SHE’s engineer prepared cost estimates for the interim and ultimate roadway improvements in coordination with the City. The City then determined the fair share percentages for all the affected parcels. The City anticipates that the will pay their fair share for constructing the interim Winton Parkway improvements and for constructing the ultimate 4-lane arterial road.
WHEREAS, SHE’s estimated contribution for the public roadway improvements is
32.5%, or $662.141.54 of a currently projected total of $2,039.021.74. The City’s estimated contribution for the public roadway improvements is 17.6%, or $358,749.14 of the total. The funds will be held in escrow and paid out monthly upon submission of the developer’s pay application for work completed, with a final payment made upon certificate completion after final costs of the project have been completed.
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NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Livingston, that:
1. CEQA Determination. The Project is exempt from CEQA pursuant to 14 CCR §15183(a), consistent with the development density established by existing zoning, community plan, or general plan policies, §15183(f), previously adopted and uniformly applied development policies or standards, and §15183.3, streamlining for eligible infill projects.
2. The Public Improvement and Reimbursement Agreement, attached hereto as Attachment 2, is hereby ratified.
3. The City Council authorizes the City Manager and City Attorney to take all actions necessary and sign all necessary documents to open and close escrow and to finalize agreements with the remaining property owners.
4. The City’s estimated contribution for the public roadway improvements is 17.59%, or $358,749.14 of the currently projected total of $2,039.021.74. The City is also advancing the remaining property owners’ share pending reimbursement, totaling
49.93%, or $1,018,131.07, for a combined total of $1,376,880.20. Staff is also requesting a 10% contingency of $137,688.02 and $3,000 for escrow holder fee.
5. Authorize the Finance Department to make a supplemental appropriation to Fund 1223 – Road Maintenance and Rehab, Account 1223-105-7530 – Local Projects for $1,517,568.23.
I hereby certify that the foregoing Resolution No. 2026-__ is a full, true and correct copy of a resolution duly passed and adopted by the City Council of the City of Livingston at a regular meeting thereof duly held on the 16th day of June, 2026, by the vote recorded as follows:
AYES:
NOES:
ABSTAIN:
ABSENT:
By:
Jose A. Moran, Mayor
of City of Livingston
ATTEST
Monica Cisneros, Deputy City Clerk
Of the City of Livingston
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APPROVED AS TO LEGAL FORM
________________________
Marc Barraza Tran, City Attorney
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PUBLIC IMPROVEMENT AND REIMBURSEMENT AGREEMENT
Winton Parkway Extension
This Public Improvement and Reimbursement Agreement ("Agreement"), is entered into as of MO. y I 3 , 2026 ("Effective Date"), by and between the City of Livingston, a municipal corporation of the State of California ("City") and Self-Help Enterprises, a non-profit corporation ("SHE"). City and SHE are referred to herein individually as a "Party" and collectively as the "Parties."
RECITALS
A. SHE is the Managing General Partner of Livingston B Street, L.P. ("Owner"), which is the fee owner of certain real property located in the City of Livingston abutting Winton Parkway and identified herein as Parcel A, APN 022-010-027 ("Property").
B. On or about July 28, 2008, Owner's predecessor in interest deeded certain portions of real property, including portions abutting Parcel A, Parcel Map 109-23 (APN 022- 010-027) ("Parcel A"), Parcel B, Parcel Map 109-23 (APN 022-010-018)] ("Parcel B"), and Parcel C, Parcel Map 109-23 (APN 022-010-019) ("Parcel C") to the City through Parcel Map No. 109-23 recorded as Doc. No. 2008-040530 ("Parcel Map") for the eventual construction of an extension of Winton Parkway between B Street to the north and F Street to the south ("Winton Parkway Extension Project"). The City's existing right-of-way acquired through the Parcel Map spans one-hundred ten (110) feet wide and one thousand three hundred thirty-one (1,331) feet long ("Winton Parkway ROW") and is more particularly described in Exhibit A attached hereto.
C. The scope of work and project description for the Winton Parkway Extension Project dated January 8, 2026, is more particularly described in Exhibit B attached hereto.
D. City has coordinated with Owner and SHE to construct the Winton Parkway Extension Project in two separate phases, described in greater detail below (identified as "Phase 1 and Phase 2 Interim Improvements", or "Interim Improvements.") E. Phase 1 of the Project will consist of construction of a 2-lane (one lane in each direction) paved roadway to accommodate vehicle traffic in each direction ("Phase I"). Interim street improvements will include curb, gutter and sidewalk extending the property line for the River Glen Apartments Project. An asphalt concrete dike will be provided at other edge of pavement locations for drainage purposes. Other street improvements will include street lighting, street landscaping, storm drain pipe, manholes and drain inlets, striping, markings and signage.
The approved plans for Phase I of Winton Parkway Extension Project are as shown in the Winton Parkway Improvements, Phase I, From B Street to F Street, dated March 23, 2026 ("Phase 1 Plans"), more particularly described in Exhibit C, attached hereto. City expects that SHE, an assignee of SHE, or other third party (in each case, "Street Builder") will arrange construction of Phase 1 of the Winton Parkway Extension Project, and City anticipates the Phase I work will begin in May 2026.
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F. Phase 2 of the Project will consist of construction of the south leg of the Winton Parkway and B Street intersection ("Phase 2"). Phase 2 will include the missing traffic signal posts and mast arms with associated control cabinets and electrical equipment, pavement widening for the travel lanes and tum lanes, relocation of the existing utility poles and overhead line. The most current version of plans for Phase 2 of Winton Parkway Extension Project are as shown in the Winton Parkway Improvements, Phase 2, From B Street to F Street, dated April 23, 2026 ("Phase 2 Plans"), more particularly described in Exhibit D, attached hereto.
G. City has conducted a cost sharing analysis based on right-of-way frontage for the Winton Parkway ROW and has determined the following represents the fair share of costs for each affected property, including Owner's Property:
Parcel (APN) Total Area in Sq. Ft. Percentage
Parcel A (APN 022-010-027) 52,307 32.5%
Owner Livingston B Street L.P.
Parcel B (APN 022-010-018) 32,545 20.2%
Owner Castle Assets LLC
Parcel C (APN 022-010-019) 25,470 15.8%
Owner W &B Spycher Properties
City of Livingston (APN 022-041-003 28,340 17.6%
thru 010)
LUSD (APN 022-010-007) 22,414 13.9%
Total 161,076 100%
As set forth above, Owner's fair share cost is 32.5% ("Fair Share"). The City's cost sharing analysis is more particularly set forth in Exhibit E attached hereto.
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein, and other consideration, the value and adequacy of which are hereby acknowledged, SHE, Owner and City agree as follows:
1. Incorporation of Recitals and Exhibits. The foregoing Recitals are true and correct, and with the Exhibits hereto are hereby incorporated into and made a part of this Agreement.
2. Reimbursement of Costs.
(a) SHE agrees to contract with Street Builder to construct the Interim Improvements and fund its Fair Share of the approved costs directly from the Project's construction loan. City and the owners of Parcels B and C will deposit their respective shares, or City may advance the shares of Parcels B and C by separate agreement, into an escrow account, as further set forth in Section 12 herein.
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to reimburse itself or the Street Builder its Fair Share as identified above. As of the date of this Agreement, (i) the Parties estimate that SHE's costs may equal 32.5% of the total costs for the Winton Parkway Extension Project, and (ii) City and SHE have estimated the total costs for the Winton Parkway Extension Project for Phase l and Phase 2 Interim Improvements, to be approximately Two Million, Thirty-Nine Thousand, Twenty-One Dollars and 74/100 ($2,039,021.74) in 2026 dollars. SHE's current estimated 32.5% share is Six Hundred Sixty-Two Thousand, Six Hundred Eighty-Two Dollars and 07/100 ($662,682.07) ("Owner's Share") but SHE acknowledges and agrees that the final percentage and final total costs may vary depending on circumstances. The Parties agree that the final total costs shall not exceed Eight Hundred Thousand Dollars ($800,000.00). (c) Following completion of the Interim Improvements of the Winton Parkway Extension Project, City shall document total costs and the portion allocated to each affected property owner abutting the Winton Parkway ROW (including an explanation if the percentage of total costs differs from that specified in Section 2(a)), and deliver to SHE a final reconciliation, taking into consideration all amounts previously paid, and requesting final payment.
,.,
.) . Owner's Obligations.
(a) Plans and Specifications: Construction. As more particularly described below, SHE shall furnish all necessary materials, equipment and labor as is required to prepare the designs, plans and specifications for the Interim Improvements for review and approval by the Director of Public Works ("Director") and/or the City Engineer, as applicable ("Plans and Specifications"). SHE shall furnish all necessary materials, equipment and labor, and perform all work in a good and workmanlike manner, and cause Interim Improvements, to be designed, installed, constructed and completed in substantial conformity with the Plans and Specifications, or with any changes required or ordered by the Director or City Engineer to the approved Plans and Specifications ("Work"), which in his or her reasonable opinion are necessary or required to complete the Work in compliance with all applicable federal, state and local laws, ordinances, rules, regulations and policies. SHE shall obtain encroachment permits from City and/or other regulatory agencies as needed prior to commencing any work on the Interim Improvements within the public right-of-way or public easements.
(b) Interim Improvements Requiring Plans and Specifications. (i) SHE shall obtain all necessary entitlements and permits from the City and any other regulatory agency.
(ii) SHE shall immediately commence installation and construction of the improvements set forth in the Interim Improvements, to be constructed by Street Builder in accordance with the Agreement and any terms set forth in the entitlements and permits obtained by SHE. Notwithstanding the foregoing, to the extent that review and approval by the City of plans and permits for improvements under their jurisdiction delays commencement and progress on the Interim Improvements, SHE may provide documentation of such delays to City and City shall not issue a stop work notice in such circumstance. 4933-0737-7835 v2
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(iii) SHE shall complete installation and construction of the improvements set forth in the Interim Improvements, in accordance with Section 7(a) [Inspection] and shall satisfy the requirements of Section 7(b) [Compliance] upon the earlier of (i) twenty four (24) months following commencement of the installation and construction of the in1provements set forth in the Interim Improvements Plans or (ii) issuance by City of a Certificate of Completion for the Project, and satisfying the requirements of Section 7(b) shall be a condition to issuance of any such Certificate of Completion. The period of time provided for SHE to complete installation and construction of the improvements set forth in the Improvement Plans pursuant to this Agreement may be extended upon application by SHE and approval by the Director pursuant to Section 5(b) [Extensions].
(c) Fair Share Contributions for Interim Improvements. City shall be entitled to reimbursement from adjacent property owners of Parcels B and C for their respective Fair Share consistent with the terms of their respective Public Improvement and Reimbursement Agreements, which will be negotiated separate from this Agreement. (d)
(e)
Reserved.
Other Required Documentation.
(i) Within ninety (90) days after issuance of an encroachment and/or grading permit from City to SHE for construction of the Project, SHE shall provide executed copies of all the documents, agreements and notices required pursuant to and set forth in Exhibit E and labeled as required pursuant to this Section 3(e)(i), including the Performance Bond and Warranty Bond set forth in Section 4 and insurance coverage set forth in Section I 0, with respect to the Interim Improvements and improvements set forth in the Interim Improvements Plans to be installed, constructed and completed by SHE in accordance with the Conditions of Approval and this Agreement, unless waived or deferred by the Director, in writing, until a time certain or the time of a request for a Notice of Completion pursuant to Section 7(a) [Director's Inspection].
SHE may submit to City pay applications once monthly on behalf of Street Builder, as set forth below in Sections I I and 12, in a form that substantially complies with the Application and Certificate for Payment, Hard Costs Breakdown, and Conditional Waiver and Release upon Progress Payment, as further set forth in Exhibit F.
(ii) At the time of a request for a Notice of Completion for the improvements set forth in the Interim Improvements Plans pursuant to Section 7(a) [Director's Inspection], SHE shall provide all documents required pursuant to and set forth in Exhibit G, plus any other materials previously deferred by the Director pursuant to Section 3(e)(i), unless waived or deferred by the Director, in writing, until a time certain or the tin1e of a request for Acceptance pursuant to Section 7(b ). The required documents shall include as-built plans of the completed improvements, or portion thereof, set forth in the Interim Improvements Plans in both electronic (in a reasonably current version of AutoCAD and/or another digital format acceptable to Public Works) and Mylar formats and any reports required by any related Plans and Specifications.
(iii) At the time of a request to confirm Compliance pursuant to Section 7(b) SHE shall provide all the documents required pursuant to and set forth in Exhibit H, plus 4933-0737-7835 v2
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any other materials previously deferred by the Director pursuant to Sections 3(e)(i) and 3(e)(ii), unless waived or deferred by the Director in writing. In addition, as part of compliance with this Section 3( e)(iii), SHE shall coordinate with the City and other regulatory agencies and assist in their process to the extent applicable for subsequent approval of the Interim Improvements as complete and acceptance by the City.
(f) Labor Code Compliance. SHE shall carry out, and shall use its best efforts to ensure that its contractors and subcontractors carry out, the design, installation, construction and completion of the Interim Improvements in conformity with all applicable State of California Labor Code requirements; the City zonjng and development standards; building, plumbing, mechanical and electrical codes; all other provisions of the City Municipal Code; and all applicable disabled and handicapped access requirements, including the Americans With Disabilities Act, 42 U.S.C. Section 12101, et seq., Government Code Section 4450, et seq., Government Code Section 111 35, et seq., and the Unruh Civil Rights Act, Civil Code Section 51 , et seq.
SHE acknowledges and agrees that the Interim Improvements constitute "public works" as defined in Labor Code § l 720. SHE shall be required to comply with prevailing wage requirements in connection with the design and construction of the Interim Improvements to the extent required by applicable State of California Labor Code requirements. SHE shall require the general contractor(s) for the Interim Improvements to post on the job site prevailing wage rates for all applicable trades and to submit certified copies of payroll records to SHE to ensure compliance with State of California Labor Code requirements pertairung to public works. SHE shall provide such payroll records to City within ten (10) days following City's request therefor.
SHE shall also include in its construction contract a provision obligating SHE's contractor to require its contractors and/or subcontractors to comply with public works prevailing wage requirements.
SHE shall defend, with counsel reasonably acceptable to City, indemnify and hold harmless City, and its respective officials, officers, employees, agents and representatives ("Indemnitees") from and against any and all liabilities, obligations, orders, claims, damages, governmental fines or penalties, and actual expenses of defense with respect thereto, inclucling reasonable attorneys' fees and costs ("Claims") arising out of SHE's failure to comply with State of California Labor Code requirements outlined above. Further, SHE shall indemnify and hold harmless the Indernnitees with respect to all final judgments or settlements in actions brought by any "contractor" in which City is (i) determined to be an "awarding body" and (ii) damages are awarded, pursuant to Labor Code sections 1726 or 1781 as a result of construction of the Interim Improvements under this Agreement. SHE's defense, indemnity and hold harmless obligations under this section shall survive expiration or termination of this Agreement.
SHE hereby waives, releases and discharges forever the lndernnitees from any and all present and future Claims arising out of or in any way connected with SHE's obligation to comply with all State of California Labor Code requirements pertaining to the design, installation, construction and completion of the Interim Improvements.
This release applies to all potential future claims, and SHE, on behalf of itself and its agents, representatives, assigns, heirs, spouses, successors-in-interest executors administrators ' ' ' 4933-0737-7835 v2
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employees, contractors, subcontractors, material suppliers and vendors ("Releasors"), agrees to waive any and all rights pursuant to Section 1542 of the California Civil Code, which reads as follows:
"A general release does not extend to claims that the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor."
SHE, on behalf of Owner, shall include within each of its contracts, subcontracts, and within any other agreements with Releasors involved in the Work, a release in favor of the Indemnitees substantially identical to this Section 3(f). (g) Bidding Process.
(i) To the extent that SHE is bound to comply with bidding requirements set forth in the California Public Contract Code and related laws, SHE agrees that it shall be solely responsible for securing appropriate bids and awarding contracts in compliance with all applicable federal, state and local laws, including but not limited to the City's Municipal Code. SHE confirms that it has consulted with its own legal counsel and is aware of its obligations under public bidding laws. Where necessary, SHE and its contractor shall use an open and competitive bidding or solicitation process for all contracts and subcontracts related to construction of the Interim Improvements. and all such contracts and subcontracts shall be awarded on the basis of the lowest responsive responsible bid, quotation or proposal as determined by SHE in its reasonable discretion, in accordance with applicable laws. City shall reasonably cooperate with SHE's bidding and awarding process. (ii) Where public bidding is required, and before awarding a bid or signing a contract, SHE shall provide the Public Works Director with copies of all bids submitted to SHE, and shall identify the bid selected by SHE. ff SHE does not select the lowest bid, SHE shall provide a written explanation for determining that a higher bid should be selected. Within ten (10) business days of receiving SHE's documentation, the Public Works Director may reasonably disapprove SHE's selection and require awarding the contract to a lower bidder; otherwise SHE may proceed with its selection. Upon request by the Public Works Director, SHE shall make all records and documents related to construction of the Interim Improvements that otherwise would be disclosed by City as required by law available to the Director; all such records and documents are not considered to be confidential in nature (iii) City acknowledges that unforeseen circumstances or conditions may necessitate changes to the Interim Improvements that warrant a request to increase an approved contract amount. 1n the event that SHE receives such request(s) that would (A) increase the amount of the contract in question by more than ten percent ( l 0%) in the aggregate or (B) increase the cost of the Interim Improvements so as to exceed the applicable cost sharing analysis shown in Exhibit E, SHE shall provide the change order request to the Public Works Director for approval. Within ten (10) business days of receiving such information, the Public W~rks Director shall notify SHE in writing whether the change order request(s) is/are approved, which approval shall not be unreasonably withheld or conditioned keeping in mind City's 4933-0737-7835 v2
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interest in minimizing cost increases as feasible in light of City's reimbursement obligation. If such notice is not timely given, the change order shall be deemed approved. If the Public Works Director disapproves the change order request, the Parties shall meet and confer in good faith to determine how to address the change order request, which may include modifying the scope of the Interim Improvements in order to facilitate their completion while avoiding or minimizing additional costs.
(iv) SHE shall defend, with counsel reasonably acceptable to City, indemnify and hold harmless the Indemnitees from and against any and all Claims arising out of or in connection with SHE's failure to comply with any applicable law pertaining to bidding and awarding contracts, except to the extent such Claims arise from or are in connection with City's action or inaction under this Section. Further, SHE shall indemnify and hold harmless the Indemnitees with respect to all final judgments or settlements in actions brought by any bidder in which City is (A) determined to be the awarding body of a contract and (B) damages are awarded. SHE's defense, indemnity and hold harmless obligations under this section shall survive expiration or termination of this Agreement.
4. Improvement Security. SHE shall furnish City payment, performance and warranty bonds, described below, for the Interim Improvements. (a) Performance Bond_ Warranty Bond and Payment Bond_ Required. (i) Concurrent with delivery of the documentation set forth in Exhibit .E in accordance with the provisions of Section 3(e)(i), SHE shall require Street Builder to furnish and deliver to the Director a performance bond and a warranty bond in favor of the City, substantially in the form attached as Exhibit I and Exhibit J, respectively. The warranty bond shall be from an issuer reasonably approved by the Director, in the an1ount of ten percent ( I 0%) of the Engineer's Estimate (the "Warranty Bond"), which shall remain in effect for the Warranty Period provided in Section 9(a).
(ii) Concurrent with the delivery of the documentation set forth in Exhibit F in accordance with the provisions of Section 3(e)(i), SHE shall furnish and deliver to the Director a payment bond in favor of the City, substantially in the form attached as Exhibit K. (b) Use of Performance Bond, Warranty Bond or Payment Bond. If Street Builder has not satisfactorily performed all Phase l and Phase 2 Interim Improvements, the Performance Bond may be used by the City to complete work. If Street Builder bas not satisfactorily corrected all deficiencies during the Warranty Period (as defined below in Section 9(a)), the Warranty Bond may, as determined by the Director, be used by the City for correction of any such deficiencies. If SHE, has not satisfactorily performed its reimbursement obligations under Sections 2 and 11 , the Payment Bond may be used by the City to correct any deficiencies.
5. Construction of the Interim Improvements.
(a) Permits and Fees. SHE shall not perform any work on the Interim Improvements until all required permits have been obtained for the portion of work involved, and all applicable fees, including, but not limited to, encroachment permit, building permit, plan check, inspection and testing fees, have been paid to the appropriate public agency. In addition, 4933-0737-7835 v2
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no work shall commence until SHE has submitted to the City and City has approved, which approval shall not be w1reasonably withheld, all required items described in Section 3(e)(i), as applicable, and any additional requirements of and authorizations specified in the Code, Conditions of Approval, and this Agreement, unless the Director, in his or her discretion, has granted a written waiver or deferral for one or more of these materials. To support timely contractor payment, the City shall complete any inspection or confirmation required for a monthly pay application within ten (10) business days following receipt of a complete draw package, ensuring the City's review process does not prevent payment to the General Contractor within thirty (30) days of invoice submission.
SHE acknowledges that City and other regulatory agencies may inspect construction of the Interim Improvements and agree to pay costs incurred by each public agency for these inspection services. Costs of inspection services include, but are not limited to, checking of maps and plans, field checking, inspecti.on and testing conducted by staff and/or agents or consultants contracted by the agency to perform such services. Agency staff, agents and consultants shall at all times during construction of the Interim Improvements have access to the work. The City agrees to conduct all such inspections related to the approval of progress payments within a commercially reasonable period, not to exceed ten (10) business days from the date of request, so as to facilitate SHE's obligation to pay the General Contractor within thirty (30) days of receipt of a valid draw request.
(b) Extensions. SHE may request an extension of the time period specified in Section 3(b) for completion of installation and construction of the Interim Improvements by written request to the Director. A request shall include satisfactory evidence, as determined by the Director, to justify the extension, and shall be made upon the Director's determination that SHE cannot reasonably meet the deadline in the time remaining for completion. The Director may request additional information, and shall in good faith attempt to determine within thirty (30) days of the request whether to grant an extension of time. The Director's failure to respond within the time specified shall, however, not constitute either a grant or denial of the requested extension. The Director shall not unreasonably withhold a request for an extension. The Director may reasonably condition an extension subject to the terms of this Agreement and the conditions provided in the Code, including execution of an extension agreement and the extension of the Warranty Bond. For the avoidance of doubt, circumstances beyond the control of SHE, (e.g., acts of God, war, government regulation, terrorism, disaster, strikes, supply chain disruption, civil disorder, or any other emergency beyond SHE's control) shall constitute reasonable justification for an extension. No extension approved hereunder shall limit or relieve a surety's liability, or provide an extension on any future obligation under this Agreement. (c) Revisions to Plans and Specifications. Requests by SHE for revisions, modifications, or amendments to the approved Interim Improvements Plans (each a "Plan Revision") shall be submitted in writing to the Director (with a copy to the Director's designee).
SHE shall not commence construction of any proposed Plan Revision without approval by Public Works and until revised plans have been received and approved by the Director (or the Director's designee) in writing. To the extent applicable, any such Plan Revision also must be approved by the City and/or other regulatory agencies, and SHE shall provide City with confirmation of such approval.
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(i) Any documentation required for a Plan Revision shall be processed by City with reasonable promptness, and approval of the Plan Revision shall not be deemed final until the amendment or other documentation has been completed. (ii) Any Plan Revision request shall be accompanied by (A) a statement explaining the need for or purpose of the proposed revision, and (B) drawings and specifications and other related documents showing the proposed Plan Revision in reasonable detail, consistent with the original Plans and Specifications.
6. Release of Performance Bond, Warranty Bond and Payment Bond. The Performance Bond shall be released upon the issuance of the Notice of Completion. The Payment Bond shall be released upon Close of Escrow. The Warranty Bond shall be released when all of the following have occurred.
(a) Following expiration of the Warranty Period regarding the Interim Improvements, or, with respect to any specific claim of defects or deficiency in the Interim Improvements( excepting therefrom normal wear and tear) after acceptance of the Interim Improvements by the City, one ( 1) year following the date that any such defect or deficiency which the Director identified in the Interim Improvements in accordance with Section 7(a) has been corrected or waived in writing by the Director; and (b) The City Clerk (or the Clerk's designee) certifies that no claims by any contractor, subcontractor or person furnishing labor, materials or equipment for work done by SHE to correct defects or deficiencies in the Interim Improvements have been filed with the City, or all such claims have been satisfied, withdrawn, or otherwise secured by bond or other security provided by SHE and approved by the Director (or the Director's designee).
7. Completion and Compliance.
(a) Director's Inspection. No sooner than ninety (90) days prior to the date that SHE intends for the Director to issue a Notice of Completion, SHE shall make a written request to the Director SHE's intent to initiate the Notice of Completion process ("Letter of Intent to Request Notice of Completion"). Upon written request from SHE for a "Notice of Completion", accompanied with any and all materials that are required under Section 3(e)(ii) [Other Required Documentation] related to the Notice of Completion and any other materials that the Director deferred in vvTiting pursuant to Section 3(e)(i), other than those materials that the Director has deferred until Compliance, the Director shall initiate the inspection. 1f SHE fails to submit a Letter of Intent to Request Notice of Completion, the Director need not consider SHE's request for the Director's issuance of a Notice of Completion until such a Letter of lntent to Request Notice of Completion is submitted to the Director and ninety (90) days have passed from the submission of the Letter; provided, however, that the Director, in his or her discretion, may agree in writing to a period of less than ninety (90) days from receipt of the Letter to consider issuance of a Notice of Completion. If the Director determines that the Interim Improvements have not been completed or do not satisfy the above requirements, Director shall notify SHE of such determination together with a statement setting forth with particularity the basis for that determination. If the Director determines that the Interim Improvements have been completed and meet the above requirements, 1he Director shall issue the Notice of Completion. 4933-0737-7835 v2
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Requests to separate Notices of Completion for separate scopes of work shall be subject to the Di rector's approval.
(b) Compliance. For purposes of this Agreement, "Compliance" shall mean satisfaction of the following terms.
(i) The Director has issued a Notice of Completion for the Interim Improvements, or portion thereof, in accordance with Section 7(a); (ii) SHE has obtained from other regulatory agencies their equivalent of a Notice of Completion as appropriate for the Interim Improvements; (iii) SHE documents that it has submitted a written request to the City to accept the Interim Improvements. Such submission shall include all materials required by Section 3( e )(iii) and all materials for which the Director authorized deferral under Sections 3(e)(i) and 3(e)(ii); and
(iv) SHE, on behalf of Street Builder, has delivered the Warranty Bond to City.
8. SHE's Maintenance Responsibility.
(a) General Maintenance and Liability Prior to Compliance. Prior to Compliance, SHE shall be responsible for maintenance and repair of the Interim Improvements, in accordance with the obligations identified for SHE in Section 3, and shall bear liability regarding the same.
(b) Maintenance and Liability Following Compliance.
(i) Notwithstanding satisfaction of Compliance, SHE shall remain responsible for maintenance and repair of the Interim Improvements until the Interim Improvements have been accepted by the City.
(ii) Following acceptance of the Interim Improvements by the City, and subject to Section 9(a), the City shall assume the responsibility of operating and maintaining and shall be liable for the Interim Improvements in accordance with State law, as may be amended from time to time. Without limiting the generality of the foregoing, nothing in this Agreement shall be construed to mean that City shall have right to call upon the Warranty Bond pursuant to Section 9(a) for the repair, replacement, restoration, or maintenance of the Interim Improvements damaged during the Warranty Period by the actions of third parties following such acceptance or by ordinary wear and tear or harm or damage from improper operation of the Interim Improvements by the City or any agent or agency thereof. ( c) Protection of Interim Improvements. In order to protect the Interim Improvements from damage and to minimize SHE's exposure to liability until such time as the Interim Improvements are accepted by the City, SHE may elect to implement protective measures around areas under construction, to be constructed in the future, or constructed but not accepted, provided that SHE has procured all necessary permits and complied with all applicable 4933-0737-7835 v2
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laws. However, no protective measures may be built or maintained if the Director determines that such protective measures adversely affect public health or safety, or unreasonably restrict access of the public to and from a public right of way.
9. Warranty and Indemnity.
(a) Warranty. Acceptance of the Interim Improvements by the City shall not constitute a waiver of any defects. Separate and apart from any warranty provided at law, SHE covenants that the Interim Improvements constructed or installed by Street Builder shall be free from defects in material or workmanship and shall perform satisfactorily for a period (a "Warranty Period") of one (1) year for all portions of the Interim Improvements. Such Warranty Period shall begin upon acceptance of the Interim Improvements by the City, except that the Warranty Period for plant materials and trees planted as part of the Interim Improvements shall not commence until the plant establishment period set in accordance with the Interim Improvements Plans has satisfactorily passed. During the Warranty Period, SHE shall, as necessary, and upon receipt of a request in writing from the Director or from the City that defective work be corrected, inspect, correct, repair or replace any defects in the Interim Improvements (excepting therefrom normal wear and tear) at its own expense. Should SHE fail to act with reasonable promptness to make such inspection, correction, repair or replacement, or should an emergency require that inspection, correction, repair or replacement be made before SHE can be notified (or prior to SHE's ability to respond after notice), the City, at its option but without an obligation to do so, upon notice to SHE, may make the necessary inspection, correction, repair or replacement or otherwise perform the necessary work and SHE shall reimburse the City for the actual cost thereof. During the Warranty Period, the City shall hold the Warranty Bond to secure performance of SHE's foregoing warranty obligations. SHE's responsibility during the Warranty Period shall include repairing defects and defective material or workmanship, but not ordinary wear and tear or harm or damage from improper maintenance or operation of the Interim Improvements by the City or any agent or agency thereof. (b) Indemnification.
(i) SHE Indemnity. SHE, its successors and assigns, shall defend and indemnify the lndemnitees from and against any and all loss, cost, damage, injury, liability, and claims ("Losses") to the extent arising :from SHE's breach of or negligent performance (or nonperformance) of this Agreement, except to the extent that such indemnity is void or otherwise unenforceable under applicable law, and except to the extent such Loss is the result of the gross negligence or willful misconduct of City. For avoidance of doubt, the requirement that any demand for indemnification hereunder with respect to negligent or defective construction must be brought within one (1) year after expiration of the Warranty Period applies only to such construction-related indemnity claims and shall not limit or preclude any other contractual claims under this Agreement, including but not limited to claims regarding cost allocation, payment, or escrow reconciliation. The foregoing indemnity shall include, without limitation, reasonable fees of attorneys, consultants and experts and related costs, and the cost of investigating any claims against an lndemnitee.
(ii) City Reciprocal Indemnity. Consistent with the exclusions set forth above, City shall defend and indemnify SHE, its officers, and employees from and against any 4933-0737-7835 v2
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third party claims, including reasonable attorneys' fees, to the extent such claims are caused solely by the gross negligence or willful misconduct of City, its officers, or employees in the performance of its obligations under this Agreement. In no event shall the City have any duty to defend SHE, nor any obligation to indemnify SHE for the concurrent, contributory, or comparative negligence, fault, or misconduct of SHE or any third party. (c) Limitation on City Liability. The City shall not be an insurer or surety for the design or construction of the Interim Improvements pursuant to the approved Interim Improvements Plans, nor shall any officer or employee thereof be liable or responsible for any accident, loss, or damage happening or occurring during the construction of the Interim Improvements as specified in this Agreement, except as may arise due to the gross negligence or willful acts or omissions of the City or as otherwise provided in the reciprocal indemnity set forth in Section (b )(ii) above.
(i) No Joint and Several Liability of City. The parties intend that liability be allocated in proportion to fault. The City shall not be jointly and severally liable with SHE. Any reduction in SHE's indemnity obligations due to the City's gross negligence or willful misconduct shall be limited to the proportion of such fault as finally determined by a court of competent jurisdiction or through a binding dispute resolution process agreed by the parties. (ii) Settlement. SHE shall not settle any claim in a manner that imposes any admission of liability, fault, or misconduct on the City, imposes any non-monetary obligation on the City, or fails to provide a full and unconditional release of the City Indemnitees, without the City's prior written consent. The City shall not unreasonably withhold, condition, or delay consent.
(iii) No Waiver of Immunities. Nothing in this Agreement shall be construed to waive, limit, or otherwise affect any immunities, defenses, limitations, or protections available to the City or its officials, employees, or agents under applicable law, including governmental or sovereign immunities, caps on damages, or procedural requirements.
10. Insurance. Prior to performing any Work pursuant to this Agreement, SHE shall, at its sole cost and expense, procure and maintain in effect, or cause to be procured and maintained in effect by contractor performing said Work, insurance coverage for general liability, automobile liability, workers compensation, pollution liability and Builder's Risk against claims which may arise out of or result from the design, installation, construction and completion of the Interim Improvements by SHE its agents, employees and contractors.
Concurrent with delivery of the documentation set forth in Exhibit F in accordance with the provisions of Section 3(e)(i), SHE shall deliver to City one or more certificates of coverage, with the appropriate endorsements outlined below. The insurance policies shall be provided by a financially responsible insurance company authorized to write business in the State of California and have, at all times, a Best's rating of "A- VII" (A minus VII) or better by AM Best & Company, and with coverage and policy limits as follows:
(a) Coverage shall be at least as broad as:
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(i) The general liability i.nsurance coverage shall have a per occurrence limit of two million and 00/100 dollars ($2,000,000.00) and an aggregate limit of at least five million and 00/1 00 dollars ($5,000,000.00), and shall be endorsed to (a) include the Indemnitees as additional covered parties providing all required coverages including coverages for both ongoing and completed operations, (b) stipulate that such coverage is primary and is not excess of, or contributing with, any other insurance carried by, or for the benefit of the Tndemnitees, (c) apply separately to each insured and additional insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability, (d) waive any and all right of subrogation against the Indemnitees, and (e) contain a cross liability/severability endorsement (unless the base policy contains a separation of insureds clause accomplishing the same result);
(ii) The auto liability insurance coverage shall cover all owned, hired and non-owned vehicles utilized in connection with construction of the Interim Improvements with a per occurrence limit of two million and 00/100 dollars ($2,000,000.00) and an aggregate limit of not less than five million and 00/100 dollars ($5,000,000.00), and shall be endorsed to (a) include the Indemnitees as additional covered parties, (b) stipulate that such coverage is primary and is not excess of, or contributing with, any other insurance carried by, or for the benefit of the Indemnitees, (c) apply separately to each insured and additional covered parties against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability, (d) waive any and all right of subrogation against the lndemnitees, and (e) contain a cross liability/severability endorsement (unless the base policy contains a separation of insureds clause accomplishing the same result);
(iii) Worker's Compensation insurance as required by the State of California which shall be endorsed to waive any and all rights of subrogation against the Indemnitees; further, any and all subcontractors shall maintain insurance coverage limits in accordance with state statute which shall also be endorsed to waive any and all rights of subrogation against the Indemnitees;
(iv) Pollution liability coverage shall have coverage limits of not less than two million and 00/ 100 dollars ($2,000,000.00) for each claim arising from the discharge, dispersal, release or escape of any irritant or contaminant into or upon land, any structure, the atmosphere, watercourse or body of water, including groundwater; coverage shall include on and off-site clean up and emergency response costs and claims arising from above ground and below ground storage tanks.
If the contractor maintains broader coverage and/or higher limits than the minimums shown above, the Entity requires and shall be entitled to the broader coverage and/or the higher limits maintained by the contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the Entity. (v) Umbrella or Excess Policies. SHE may use Umbrella or Excess Poljcies to provide the liability limits as required in this agreement. This form of insurance will be acceptable provided that all of the Primary and Umbrella or Excess Policies shall provide all of the insurance coverages herein required, including, but not limited to, primary and non-contributory, additional insured, Self-Insured Retentions (SIRs), indemnity, and 4933-0737-7835 v2
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defense requirements. The Umbrella or Excess policies shall be provided on a true "following form" or broader coverage basis, with coverage at least as broad as provided on the underlying Commercial General Liability insurance. No insurance policies maintained by the Additional Insureds, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until SHE's primary and excess liability policies are exhausted.
(vi) Self-Insured Retentions. Self-insured retentions must be declared to and approved by the City. The City may require SHE to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City. The COL and any policies, including Excess liability policies, may not be subject to a self-insured retention (SIR) or deductible that exceeds $25,000 unless approved in writing by the City. Any and all deductibles and SIRs shall be the sole responsibility of SHE or contractors or subcontractors who procured such insurance and shall not apply to the Indemnified Additional Insured Parties. City may deduct from any amounts otherwise due SHE to fund the SIR/deductible. Policies shall NOT contain any self-insured retention (SIR) provision that limits the satisfaction of the SIR to the Named Insured. The policy must also provide that Defense costs, including the Allocated Loss Adjustment Expenses, will satisfy the SIR or deductible. City reserves the right to obtain a copy of any policies and endorsements for verification.
(b) Other Insurance Provisions. The insurance policies are to contain, or be endorsed to contain, the following provisions:
(i) The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the COL policy with respect to liability arising out of work or operations performed by or on behalf of SHE including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of SHE. General liability coverage can be provided in the form of an endorsement to the Contractor's insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used). (ii) For any claims related to this project, SHE's insurance coverage shall be primary and non-contributory insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or selfinsurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of SHE's insurance and shall not contribute with it. This requirement shall also apply to any Excess or Umbrella liability policies.
(iii) Each insurance policy required by this clause shalJ provide that coverage shall not be canceled, except with notice to the City. (iv) If any coverage required is written on a claims-made coverage form:
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I. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work.
3. If coverage is cancelled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, SHE must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.
4. A copy of the claims reporting requirements must be
submitted to the City for review.
5. If the services involve lead-based paint or asbestos identification/remediation, SHE's Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, SHE's Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold. (v) Acceptability of Insurers. Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VU, unless otherwise acceptable to the City.
(vi) Waiver of Subrogation. SHE hereby agrees to waive rights of subrogation which any insurer of SHE may acquire from SHE by virtue of the payment of any loss under such insurance. SHE agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation and provide a copy to the City. The Workers' Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed SHE, its employees, agents and subcontractors. This provision applies regardless of whether or not an endorsement has been issued.
(vii) Verification of Coverage. SHE shall furnish the City with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause and a copy of the Declarations and Endorsements Pages of the CGL and any Excess policies listing all policy endorsements. All certificates and endorsements and copies of the Declarations & Endorsements pages are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive SHI;:'s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, msurer, coverage, or other special circumstances.
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(viii) Subcontractors. SHE and it's Contractor(s) shall require and verify that all subcontractors maintain insurance meeting all requirements stated herein, and SHE shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a form at least as broad as CG 20 3 8 04 13. (ix) Duration of Coverage. CGL & Excess Liability policies for any constrnction related work, including, but not limited to, maintenance, service, or repair work, shall continue coverage for a minimum of 5 years for Completed Operations liability coverage.
Such Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.
(x) Special Risks or Circumstances. City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.
11. Reimbursement.
(a) Estimated, Actual and Reimbursable Costs.
(i) As of the Effective Date, the Parties estimate that the total cost for design and construction of the Interim Improvements is approximately Two Million, Thirty-Nine Thousand, Twenty-One Dollars and 74/100 ($2,039,021.74) in 2026 dollars ("Estimated Costs"). Owner's 32.5% share of the estimated cost is Six Hundred Sixty-Two Thousand, Six Hundred Eighty-Two Dollars and 07/100 ($662,682.07) ("Owner's Share"). Costs eligible for reimbursement under this Agreement shall include design, engineering, permitting, installation, construction and completion of the Work in substantial conformity with the Plans and Specifications.
(b) Timing of Reimbursements.
(i) Interim Progress Costs. SHE shall submit monthly pay applications for reimbursement of Interim Progress Costs, which shall be reimbursed through monthly disbursements, apportioned between City's share and shares from Parcels B and C from Escrow, and SHE's share from the Project's Construction Loan. City will review and approve, or provide written objections, within ten (10) business days of an application for reimbursement. In no event will City's approval or rejection prevent payment to the Street Builder within 30 days of a complete and undisputed pay application. Any and all approved interim amounts are eligible for immediate escrow disbursement of the calculated amount due from Escrow.
Final Actual Costs. Within ninety (90) days following Compliance, SHE shall provide the Director with copies of all third party invoices submitted to SHE by its contractor(s) and subcontractor(s), and a final itemized bill showing all out-of-pocket fees and costs, which for avoidance of doubt may include design, engineering and construction fees and services, permit fees, and inspection and testing fees (but exclude internal staffing costs of SHE's project team) in connection with construction of the Interim Improvements, by which City and SHE shall determine the final total "Actual Costs" that qualify for reimbursement, based on SHE's submission plus any additional documentation or explanation that City reasonably may require, and after evaluation of SHE's
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submissions and possible adjustment pursuant to Section 11 (b )(iii) City shall notify Owner or SHE, on behalf of Owner, of the Actual Costs eligible for reimbursement. (ii) As used herein "Reimbursable Costs" means the Actual Costs; provided, however, that the Director shall have reasonable discretion to disallow all or part of SHE's claimed cost for any discrete item that exceeds the Estimated Cost for the item (or the reasonable market cost for the item if not previously included in the Estimated Costs), unless SHE provides adequate justification for the increased or new cost. The City agrees to review timely submitted pay applications on a monthly basis to confirm that the work described has been performed; that the requested amounts align with the approved contract and any executed change orders; and that the provided backup documentation is adequate. Any disaUowance of costs by the City must be reasonable, documented, and in writing with specific findings, and shall not prevent or delay the approval and release of the undisputed portions of any pay application. The City will endeavor to apply disallowed costs that exceed estimates at final reconciliation, whenever possible.
(c) Final Reconciliation. Within ninety (90) days after rece1vmg SHE's documentation of final Actual Costs required by City, City and SHE shall verify and jointly approve a final determination of the total Reimbursable Costs eligible for reimbursement, with an explanation of any Actual Costs not included, and City shall provide written authorization for SHE to withdraw from escrow the mutually agreed upon Reimbursable Costs, if any, in accordance with Section 12 of this agreement.
( d) Dispute Resolution. In the event of any disagreement between the City and SHE regarding Project Costs, the Parties shall first meet in good faith to try and resolve the issue within thirty (30) calendar days of notice of the dispute or disagreement. SHE reserves the right to reimburse costs under protest, and the Parties agree to submit the dispute to mediation by a mediator mutually agreed upon by the Parties. If mediation is unsuccessful, the dispute may be resolved in accordance with the terms set forth in Section 13( e ), below.
12. Escrow.
(a) Opening of Escrow. SHE has opened or shall, within five (5) days of the Effective Date, open a Winton Parkway Extension Project escrow ("Escrow") in accordance with this Agreement at _ _ _ ___ ("Escrow Agent"), in Escrow Agent's office located at Attn: _______ Tel. _ ____ , E-mail:
This Agreement, together with any supplemental escrow instructions prepared by Escrow Agent and executed by City and SHE constitutes the joint escrow instructions of City and SHE, and Escrow Agent to whom these instructions are delivered is hereby empowered to act under this Agreement. City and SHE shall execute and deliver to Escrow Agent a copy of this Agreement and any additional or supplementary instructions as may be necessary or convenient to implement the terms of this Agreement and close the transactions contemplated hereby, provided such instructions are consistent with and merely supplement this Agreement and shall not in any way modify, amend or supersede this Agreement. (b) Within five (5) days of opening of Escrow, City shall deposit its entire Estimated Share into the Escrow Account. •
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(c) Reconciliation and Final Close: All deposits shall be reconciled against the Actual Costs and the final allocation under Sections 2(b) and 11. Any remaining balance due or overage will be processed through the Escrow prior to Close of Escrow, with (a) mutually agreed upon additional funds deposited by City to cure any shortfall, or (b) excess funds disbursed in accordance with written instructions consistent with this Agreement. (d) Draw Requests: In order to ensure that Street Builder receives payment within thirty (30) days of the initial submission of a complete and undisputed pay application, each draw request made by SHE shall follow a monthly payment timeline as follows:
(i) Submission. The Street Builder shall submit a monthly pay application to SHE.
(ii) Review and Transmittal. SHE shall review the pay application for accuracy and completeness and submit the finalized draw package to the City. (iii) City Approval. The City shall review the draw package and either approve it or provide specific written objections within ten (10) days of receipt. (iv) Disbursement. Upon City approval, the City and SHE shall provide joint written authorization to the Escrow Agent, who shall promptly disburse the City-funded portion of the Reimbursable Costs.
(v) The City shall approve and release the undisputed portion of the draw request within the timeframe specified above, and such partial release shall not be withheld pending the resolution of the disputed items.
( e) SHE shall have the right to withdraw all or any part of the principal in the Escrow Account by written notice to Escrow Agent accompanied by written authorization from the City and SHE to the Escrow Agent that the City and SHE consent to the withdrawal of the amount sought to be withdrawn by SHE. The name of the person who is authorized to give and receive notice on behalf of SHE in connection with Section 12, Escrow, and to withdraw funds from the escrow account is as follows:
On behalf of Self-Help Enterprises:
Betsy McGovern-Garcia, Vice President
8445 W. Elowin Court
PO Box 6520
Visalia, CA 93290
Notice to City and to SHE shall be provided in accordance with Section 13(c)(i) of this Agreement.
(f) Close of Escrow. Close of Escrow shall occur following the City's 4933-0737-7835 v2
18 186 of 534
issuance of the Notice of Completion for Phase 1 and Phase 2 of the Winton Parkway Extension Project, and after satisfaction of all conditions in this Section, including deposit reconciliation under Section 6 and funding through the Escrow as provided herein. (i) At or prior to Close of Escrow, the City and SHE shall deliver to Escrow Agent in a form reasonably satisfactory to City and SHE, (a) City's written confirmation of issuance of Notice of Completion for Phase 1 and Phase 2 and completion of the reconciliation under Section 11; (b) City's and SHE's written direction identifying final disbursements of Escrow funds, including any payments to City, SHE, Street Builder, or refunds of overages consistent with Section 12; (c) City's and SHE's written authorization for any withdrawals by SHE required to complete final disbursements; and (d) A copy of this Agreement, including any additional or supplementary instructions necessary or convenient to implement this Agreement that do not modify, amend, or supersede this Agreement. (ii) Any disbursement or release of funds, and any acceptance of closing deliveries shall not constitute a waiver or release of any rights, remedies, claims, or defenses of any Party under this Agreement, all of which are expressly preserved, including without limitation (a) rights and remedies in the event of default, (b) the City's rights regarding use or administration of escrowed funds as provided herein, and (c) indemnity, insurance, fee recovery, and enforcement rights. Failure by a Party to insist upon strict performance or to exercise rights upon default shall not constitute a waiver of such Party's right to insist upon and demand strict compliance thereafter. Each Party has the right to prosecute proceedings at law or in equity to prevent violation or default or to recover damages, and injunctive or other equitable relief shall be available, including actions for specific performance.
13. Miscellaneous.
(a) Relationship Between the Parties: Authority; Binding Effect. In performing its obligations under this Agreement, Owner, Street Builder, and SHE are independent contractors and not agents or employees of the City. This Agreement does not create any partnership or agency between the Parties or third parties, each of which is, and at all times shall remain, solely responsible for all acts of its officials, employees, agents, contractors and any subcontractors, including any negligent acts or omissions. No Party is an agent of the other, and has no authority to act on behalf of or to bind the other Party to any obligation whatsoever.
Each Party executing this Agreement on behalf of a Party represents and warrants that such person is duly and validly authorized to do so on behalf of the entity it purports to bind. Each of the terms, covenants and conditions of this Agreement shall extend to and be binding on and shall inure to the benefit the Parties and each of their respective successors and assigns and all those taking by, under or through it or them.
(b) Venue: Attorneys' Fees. In the event that any action is brought by either Party hereto as against the other Party for the enforcement or declaration of any right or remedy in or under this Agreement or for the breach of any covenant or condition of this Agreement, venue for any such proceeding shall be in the Superior Court of the County of Merced, State of California. Should any party hereto institute any action or proceeding in court or other dispute resolution mechanism ("DRM") to enforce any provision hereof by reason of an alleoed breach of any provision of trus Agreement, the prevailing party shall be entitled to receiv; from the 4933-0737-7835 v2
19 187 of 534
losing party, court or DRM costs or expenses incurred by the prevailing party including, without limitation, expert witness fees, document copying expenses, exhibit preparation costs, carrier expenses and postage and communication expenses, and such amount as the court or DRM may adjudge to be reasonable attorneys' fees for the services rendered the prevailing party in such action or proceeding. Attorneys' fees under this Section 13(b) include attorneys' fees on any appeal, and, in addition, a party entitled to attorneys' fees shall be entitled to all other reasonable costs and expenses incurred in connection with such action. (c) Notices.
(i) A notice or communication under this Agreement by either Party to the other (or by or to the Director) shall be sufficiently given or delivered if dispatched by hand or by registered or certified mail, postage prepaid, or via electronic mail, addressed as follows:
In the case of a notice or communication to the Public Works Director:
Jose Antonio Ramirez, City Manager
City of Livingston
1416 C Street
Livingston, CA 95443
Email: [email protected]
With copies to:
Marc Barraza Tran, City Attorney
Burke, Williams & Sorensen, LLP
181 Third Street, Suite 200
San Rafael, CA 94901-6587
Email: [email protected]
In the case of a notice or communication to SHE:
4933-0737-7835 v2
Betsy McGovern-Garcia
Vice President
Self-Help Enterprises
8445 W. Elowin Court
Visalia, CA 93290
Email: [email protected]
20 188 of 534
With copies to:
Rosa Corcoles
Project Manager
Self-Help Enterprises
8445 W. Elowin Court
Visalia, CA 93291
Emai I: rosac@selfhel penterprises. org
Heather Mendonca
Assistant Director
Self-Help Enterprises
8445 W. Elowin Court
Visalia, CA 93291
Email: [email protected]
(ii) Any mailing or email address may be changed at any time by giving written notice of such change in the manner provided above at least ten (10) days prior to the effective date of the change. AU notices under this Agreement shall be deemed given, received, made or communicated on the date personal receipt actually occurs or, if mailed, on the delivery date or attempted delivery date shown on the return receipt or, if by electronic mail transmission, on the date when sent if sent before 5 :00 p.m. on a regular business day of the recipient, otherwise on the next such regular business day, provided that the sender receives no notice of non-delivery.
(d) Successors and Assigns. This Agreement shall be binding upon and inure to the benefit of the permitted successors and assigns of the Parties hereto, and upon such transfer in accordance with the provisions set forth herein, SHE shall be released from its obligations hereunder. Any assignment of rights and obligations under this Agreement shall be in writing between City, SHE and assignee, shall clearly identify the scope of the rights and/or obligations assigned and shall be subject to the approval of the Director and City Attorney, which shall not be unreasonably withheld, including but not limited to, the requirement that the assignee provides a replacement Performance Bond that is consistent with Exhibit I, Warranty Bond that is consistent with Exhibit J, and Payment Bond that is consistent with Exhibit K, the assignee provides proof of adequate insurance in the amount previously provided by SHE and by an insurer with an equal or better credit rating, and the assignee has obtained all rights, title and interest in and to the Property and any other real estate rights reasonably required to satisfy all other conditions required to complete the Work contemplated by this Agreement. ( e) Legal and Equitable Relief. Each Party shall have the right (but not the obligation) to prosecute any proceedings at law or in equity against any other Party, or any other person or entity, violating or attempting to violate or defaulting in the performance of any of the provisions contained in this Agreement in order to prevent such party, person or entity from violating or attempting to violate or defaulting in the performance of any of the provisions of this Agreement or to recover damages for any such violation or default. It is agreed that damages would be an inadequate remedy for violation of this Agreement by any party and, therefore, injunctive or other appropriate equitable relief shall be available to the other party. The remedies 4933-0737-7835 v2
21 189 of 534
available under this Section l 3(e) shall include, by way of illustration but not limitation, ex parte applications for temporary restraining orders, preliminary injunctions and permanent injunctions enjoining any such violation or attempted violation or default, and actions for specific performance of this Agreement. The result of every action or omission whereby any covenant, condition or restriction herein contained is violated in whole or in part is hereby declared to be and to constitute a nuisance, and every remedy allowed by law or equity against any party, either public or private, shall be applicable against every such result and may be exercised by any party.
(t) Waiver. Failure by a Party to insist upon the strict performance of any of the provisions of this Agreement by another Party or the failure by a Party to exercise its rights upon the default of another Party, shall not constitute a waiver of such Party's right to insist upon and demand strict compliance by the other Party with the terms of this Agreement thereafter. (g) Parties in Interest.
(i) Subject to subsection (g)(ii) below, nothing in this Agreement, expressed or implied, is intended to or shall be construed to confer upon or to give to any person or entity other than the City, Owner, and SHE, any rights, remedies or claims under or by reason of this Agreement or any covenants, conditions or stipulations hereof; and all covenants, conditions, promises, and agreements in this Agreement by or on behalf of the City, Owner, or SHE shall be for the sole and exclusive benefit of the named Parties. (ii) Reserved.
(h) Amendment. This Agreement may be amended, from time to time, by written supplement or amendment hereto and executed by the City, Owner and SHE. The Director of Public Works, with the consent and approval of the City Attorney, is authorized to execute on behalf of the City any amendment that the Director determines is in the City's best interests and does not materially increase the City's obligations or materially diminish the City's rights under this Agreement. The foregoing notwithstanding, nothing herein shall preclude the Director from seeking and securing approval or concurrence of any amendment by the City Council.
(i) Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original.
(j) Lnterpretation of Agreement. The recitals above and exhibits attached hereto are incorporated herein by reference and comprise part of this Agreement. This Agreement constitutes the entire agreement between the Parties with respect to the subject matter hereof and no prior oral or written understanding shall be of any force or effect with respect to the matters covered herein. The titles to the sections of this Agreement are not a part of this Agreement and shall have no effect upon the construction or interpretation of any part of this Agreement. As used in this Agreement, masculine, feminine or neuter gender and the singular or plural number shall each be deemed to include the others where and when the context so dictates.
The word " including" shall be construed as if fol lowed by the words "without limitation." This Agreement shall be interpreted as though prepared jointly by both Parties. The laws of the State 4933-0737-7835 v2
22 190 of 534
of California, without regard to conflict of laws principles, shall govern the interpretation and enforcement of this Agreement. This Agreement shall be interpreted as though jointly prepared by both Parties.
(k) Severabilitv. If any term, prov1s10n, condition or covenant of this Agreement or its application to any party or circumstances shall be held, to any extent, invalid or unenforceable, the remainder of this Agreement, or the application of the term, provision, condition or covenant to persons or circumstances other than those as to whom or which it is held invalid or unenforceable, shall not be affected, and shall be valid and enforceable to the fullest extent permitted by law.
(I) Notice of Termination. At the time all the obligations and requirements specified in this Agreement are fully satisfied as determined by the Director of Public Works in consultation with affected City departments, the Parties shall execute and record (if applicable) a Notice of Termination.
[SIGNATURES ON NEXT PAGE]
4933-0737-7835 v2
23 191 of 534
IN WITNESS WHEREOF, the City, Owner and SHE have executed this Agreement in one or more copies as of the day and year first above written.
SELF-HELP ENTERPRISES
a nonprofit corporation
Vice President
CITY:
CITY OF LIVINGSTON,
a municipal corporation
By: :J A . =%\l C'C.,'1-- ~ Its: Q~ M~{"
4933-0737-7835 v2
24 APPROVED AS TO FORM:
CITYF E~
Marc Barraza Tran, City Attorney
192 of 534
ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the docw11ent to which this certificate is attached and not the truthfulness, accuracy, or validity of that docwnent.
ST ATE OF CALIFORNIA
COUNTY OF fficJr~
)
)
)
On -------"/¼----'-a.,.r.d-rc-.,_/ ..c... ~ .,_. ___ , 2026 before me, __ ..,__Ui ----'-=~-'-' n""J~c,=+;_;i. ,____,"ld_ v._, icr=-zU,~e~z------ (I (insert n'ame of n~tary)
Notary Public, personally appeared Eel-~ Hc6e~rt?-U:,,,. ,.,c:-. , who proved to me on the basis of satisfactory evidAflce to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
~-··········· ~ _.,: ~.. WENDY RODRIGUEZ f - • Notary Public • cautornl: f .. : Tulare County I " ' Commission If 2538146 ~
Signatw·e: (Seal) My Comm. Expires Nov 6, 2029
4933-0737-7835 v2
25 193 of 534
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of Cali~ r.Qi2, ,r .&>rl
County of IV \'C.J' C ~
On ~ ~q 2021./J before me,
personally appeared ::.Sose.,, A . Qo..(vu'f<.:z_ .. who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
~ (Seal)
• • • • e ea e ~ MONICA CISNEROS
Notary Public • California z
Merced County ii:
Commission# 2442755 -
y Comm. Expires Apr 24, 2027
194 of 534
4933-0737-7835 v2
26 LIST OF EXHIBITS
Exhibit A – Parcel Map 109-23
Exhibit B – Scope of Work and Project Description
Exhibit C – Phase 1 Plans
Exhibit D – Phase 2 Plans
Exhibit E – Cost Sharing Analysis
Exhibit F – Documents Required by City Pursuant to Section 3(e)(i) Exhibit G – Documents Required by City Pursuant to Section 3(e)(ii) to Request Notice of Completion
Exhibit H – Documents Required by City Pursuant to Section 3(e)(iii) to Request Acceptance by Public Works Director
Exhibit I – Form of Performance Bond
Exhibit J – Form of Warranty Bond
Exhibit K – Form of Payment Bond
195 of 534
4933-0737-7835 v2
Exhibit A
EXHIBIT A
Parcel Map
196 of 534
OWNER:,:, 51'A TEAIENT
The undersigned, being all parties having any record title interest in the 1.,nd within this Subdivision as shown on this map, and hereby irrevocably offer for dedication for public use the following: The right of way widenings along the south side of Vine wood A venue and the north side of Flint A venue and Winton Parkway, Parcel 'JJ' and the {/~~~ i::::ra1~:;~~Jsr::o~:i::e:f o~i~1:i/;ap, and hereby C;9-PSent \A,<>,M, I\\,. -s6 ~:_t>.WJ\ ,6 I ,.J~ en ,tl.,ub.u.,,.., ... µ,_, Alan M. s;edermsnn a L s;-:;;;snn b - . 9 ' . K ,. ;;.J'. ~C t , ) ~ . ,:t,WCU\ Frank Javier :,Sivan
,J-~~ -'
SarjOilN. Yonan
Linda K Galvan
~ [-~ '1~u_,___~·
Brian E. Arakelian Phoebe Ann Arakelian
Brian E Arakelian and Phoebe Ann Arakelian as Beneficiary under Deed of_ Trust recorded February 19, 2003 as Series No. 2003-009648 in Official Records of Merced County fP • t n a)
-Bye- - 'i1 1 , hl.8 B
1 [! ~g,g F ~
- 8 8 H ir
ACCEPTANCE OF DEDICATIONS
This is to certify that the right of way widenings, public utility easements and Parcel 'JJ' as shown within the exterior boundary of the land being divided are hereby accepted by the City of Livingston on behalf of the public for public uses.
Dated this~ day of~
~aG ~ Cp .J. iJETTY CO~ .o LJ~ut;y
City Clerk of the City of Livingston
GOLDEN VALLEY E NG INEE R IN G & SURVEYING
405 W. 19th Street • P.O. Box 349 • Merced, CA 95340
Phone (209) 722-3200 • Fax (209) 722-3254
200.!
JOB NO. 03054
EA$AfEN1'S AND RESERVATIONS Of RECORD
(1)
(2)
(3)
(4)
(5)
(6)
(7)
PREIJM/NARY TITLE REPORT
Prepared by:
Document:
Date:
Affects:
Right of Way:
Purpose:
TransCounty TiUe Co.
08--O\0'i!1
J"~\!,~'X)OI! Used in preparation of this plat
and considered a part hereto
by reference.
Ditches and Canals
Granted To: Merced Irrigation District
Document: Book l .Mining Claims, Pt1ge 86, M. C. R
Recorded· .May 25, 1885
Easement
Purpose: .Ditches Canals and incidental purposes
Granted to: Crocker- Huffman land and W"ater Co., a Corporation Document: Book I( Agreements, Page 140 & 142
Recorded: April 29, 1909
Affects: Location Not Disclosed of Record
Easement
Purpose: Pumping Plant and incidental purposes
Granted to: .Merced Irrigation District
.Document: 1658 O.R 981
Recorded: July 31, 1964
Affects: See said document for full particulars
Easement
Granted to: .Merced Irrigation District
Purpose:
Document.
Date:
Affects:
Easement
Purpose:
To construct canals, ditches, and other conduits
and incidental purposes
2194 O.R 112
August 21, 1979
See said document for full particulars
Right to build, and perform opera.lions on
high voltage electric transmission lines
Granted to: Merced Irrigation Dislrir.f.
Document· 3785 O.R 839
Recorded: October 19, 1998
Affects: See said document for full particulars
Easement
Purpose: To construct, maintain, and operate traffic
signal ililprovements
Granted to: City of Livingston
.Document: 2006-052791
Recorded: July 28, 2006
Affects: See said document for full particulars
WRVEY08'S: 5TA1'EAIEN'f
This map was prepared by me or under my direction and is based upon a field survey in conformance with the requirements of the Subdivision .Map Act and local ordinance at the request of Sargon Yonan on April 1, 2004. I hereby state that this parcel map substantially conforms to the approved or conditionally approved tentative map, if any, and that all monuments shown hereon have been set and are of the character and occupy the positions indicated and are sufficient to enable the survey to be retraced
CtfY ENC!NEER'5 51'ArEAfEN'f: ~
I hereby sta te that I have examined this "PARCEL A/AP FOR YONAN & GALVAN" and state that the subdivision shown hereon is substantially the same as it appeared on the tentative map, and any approved alterations thereof, that all provisions of the subdivision map a.ct and any local ordinances applicable at the time of approval of the tentative map have been complied with.
;~e:-~~1r::By ~ 2008
Nanda Gottiparthy, RCE 52308
City Engineer
License Expiration JJate: 12/31/08
crrr S:VfiVEYD8'5 S:TA TEAIEN1':
I hereby state that l have examined this "PARCEL .MAP FOR YONAN & GALVAN" and I am satisfied that this map is technically correct. a ~t- - I - ····,,. Ost~d th· __ J__ day of ___ ..j_LJJ 2008 . Af-_ .; '11.'rfi; _:·>~ ...
By; - f --~~~ - ---- 1.1/::~},• \ •,S; i"/ilffl 'BO ll'ERS. LS. 4403 ; ' ,. ' • • ' :
City Surveyor 1~\ ~ \ .. ~.•.·•:.(r:;::~•11- j,.i
License Expiration Date: 9/30/09 \ '·;_, ,.~i
K:l_!~ _1J&f·
RECORDER''< nATEMENT No,J,.dtlfrJV~.30
F,jled th;s~<JEJ.Y of~ 200%,_ st .2:.;2.3 o'clock,
-t:_.M. in Book .LQ.:f_ of~ps at Page(s) ~ at the request of Golden Valley Engineering & Surveying, Inc.
Fee . .ff I{· 60 pd(.
I
N. Stephen Jones
{ ~~""
BOOK IO Cf
CITY OF N= PARCEL MAP NO. 2004- 01
PARCEL MAP
FOR
YONAN & GALVAN BEING A DMSION OF PARCEL 1 AS SHOWN ON THE "PARCEL l.lAP FOR PAUL ARAKEIJAN AND BRIAN
ARAKEIJAN", RECORDED IN BOOK 41 OF PARCEL
MAPS AT PAGE 13, MERCED COUNTY RECORDS
PORTION SECTION 26, T.BS .. R.11E .. M.D.B.& M.
SCALE: Nona
CITY OF LIVINGSTON COUNTY OF MERCED
SHEET 1 OF 3
PAGE___dl
JULY, 2008
CALIFORNIA
197 of 534
NOTARY STATEMENT
State of California
County of .2.T~!!.l~ J ~"'~
On this ~~-~--- day of :T"' \~ 2oo_S_ before me,
M\~~~!'.'_'Q_s,,_~~~~------:1.. a Notary Public in and for sq_id Coun{..K anQ. _, Stete, personally appeared _ !f_~~..3....~..:'.L.rL~~L~Y'l-~~- ~Q..~L\..~"!:):fl.~-U\C\l'f'I. who proved to me on the basis of satisfactory evidence to be the person(s} whose name(s} are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies}, and that by his/her/their signature(s} on the instrument the person(s}, or the entity upon behalf of which the person(s} acted, executed g';a::;:~~;~~d By Signer: IS lndividual(s} □ Partner(s} □ Trustee(s} □ Attorney-In - Fact □ Corporate: _____________ _
Officer(s}
i certify under PENALTY OF PERJURY under the Jaws of the State of California that the foregoing paragraph is true and correct , s-~ \' rn 1.}_,A9 , "' l::x,. lr n "'W)
Notary Signature Printed Name of Notary
3 - \ 5 -oOi ;?t.,,,.. .... ;\Olo..v......D
Commission Expiration County of Place of Business
( DO NOT STAMP }
NOTARY S:TATf¥ENT
State of California
County of ~'°lo.u.o
On this ~~.Q ____ day of _ ::Y_ ~-' ~':l~------
~'Ei~:n~';;:;'~-;;d~ ~~;:~{[ P¥~:&,.l1} a °' <DJ~ ~id County and who proved to me on the basis of satisfactory evidence to be the person(s) whose name{s) are subscribed to the within instrument and acknowledged to me that he/ she/ they executed the same in his/her/their authorized capacity(ies}, and that by his/her/their signature{s) on the instrument the pe.rson(s), or the entity upon behalf of which the person(s) acted, executed g~::;:~~~::i~d By Signer: ~ lndividual(s) □ Partner(s) □ Trustee{s) □ Attorney-In-Fact □ Corporate: _____ 0
~~~T,--.c-er(. -c~s,)c-------
J certify under PENALTY OF PERJURY under the Jaws of the State of California that the foregoing paragraph is true and correct <'<-> i<h98,,-,b .. ><r-"'v-v,
Notary Signature
3-\3 -o"I
Commission Expira lion
PI'Ti:iied Name of Notary
71-o,-.-,~ I = County of Plac:e of Business
( DO NOT STAMP }
GOLDEN VALLEY E NG INE ERI N G & SURVEYING
405 W. 19th Street • P.O. Box 349 • Merced, CA 95340
Phone (209) 722-3200 • Fax (209) 722-3254
JOB NO. 03054
NOTARY STA 1'ElfENi
State of California
County of 5±~_;_~ Jt!1.~..1
On this _ _1._____ day o.f _J~~\ 2oo_i _, bef ore m e,
State, personally appeared AL~::.:~{.J._U.,t;:~';{!f( [~~ffc.~n.:{~ who proved to me on the basis of satisfactory evidence t be the person(s) whose name(s) are subscribed to the within in strument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signalure(s) on the instrument the person(s}, or the entity upon behalf of which the person(s) acted, executed the instrument
Capacity Claimed By Signer: ~ lndividual{s) EJ Par tner(s) D Trustee(s) D Attorney- in- Fact D Corporate.· ____ __ 0-c~ccT,CC".c-er(.-o-s}·c------- l certify under PENALTY OF PERJlJRY under the Jaws of the State of California that the foregoing paragraph is true and correct. ~-:~\_ ~gnatura aJ7 SigJ18lUri...5
os--i."- '' Commission Expira lion
Jv""- l""v"'c!.2..._2- Printed Name of Notary
s.+A..,._ :,s/e,,.u S County of Place of Business
( DO NOT STAMP }
NOTARY STATEMENT
Ste le of Ca/i(ornia
County of s-f-~ ,.,...: s ~ ~ r
On this --~ ----- day of ,)ul~ 200..31._, before me,
-S-ta-te_,_pe_rs_o_n_a_ll_'Y_a_p__>p_e_are_d_ ~~g<. & pi~ 1~':..,("{\f:(:!.. County and who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/ their signature{s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument
Capacity Claimed By Signer: lx:1 lndividual(s) 0 Partner(s) □ Trustee(s) 0 Attorney- in- Fact O Corporate: _____ 0
-c~~~,--· c-er(. -cs~,)c-------
l certify under PENALTY OF PERJURY under the Jaws of the State of Cal ifornia that the foregoing paragraph is true and correct
1..,,,,, 1 -.,Q\ L. ,)V<. ~ ~"""~ ~ ) ~ Nfjary signljy)e Printed Name of Notary 05 - , ,._ , ,. 5-f._~ : ,sl,.-, }
Commission Expiration County of Place of Business
( DO NOT STAMP }
NOTARY STA TE.JLENT
State of California
County of S+c..~: s /..,.., c;
On this ___ ] ____ day of J vl, 2oo_Y... _, before me,
State, personally appeared _Jt:=_ '}~oJ 8:_Y \{_~b11;ci_eo..':.::._d for said County and who proved to me on the basis of satisfactory evidence to be the person(s} whose name(s} are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies}, and that by his/her/their signature(s} on the instrument the person{s}, or the entity upon behalf of which the person(s} acted, executed the instrument
Capacity Claimed By Signer: ~ individual(s} D Partner(s) D Trustee(s) D Attorney- in- Fact O Corporate: _______ ~-------
Officer(s)
I certify under PENALTY OF PERJURY under the Jaws of the Stete of California that the foregoing paragraph is true and correct 1-,....... --r--A \- )~ ~ "T..v.,,. ._ ► NJ!}ary Sig~ Printed Name of Notary 0 ',-1 <;. I 'L ~~<;,~,+;~"~"'~: ,.,,..k.~u~$~----- Commission Expiration County of Place of Business ( DO NOT STAMP }
NOTARY STA TEA/ENT
Sta le of California
County of ____ _
On this ________ day of --~-,----,c-c~~- 200 __ _, before me, a Notary Public in and for said County and
State, personally appeared _________________ _
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged to me that he/she/ they e.recuted the same in his/her/their authorized capacity{ies), and that by his/her/their signature(s) on the instrument the pe.rson(s), or the entity upon behalf of which the pe.rson(s) acted, executed the instrument
Capacity Claimed By Signer: □ individual{s) □ Partner(s) □ Trustee(s) □ Attorney-In-Fact □ Corporate: _____ 07~~T,,--.c-er(.-cs~,)c------- 1 certify under PENALTY OF PERJURY under the Jaws of the Sta te of California that the foregoing paragraph is true and correct.
Notary Signature Printed Name of Notary
Commission Expire lion County of Place of Business
( DO NOT STAMP }
CITY OF LIVINGSTON
PARCEL MAP NO. 2004-01
PARCEL MAP
FOR
YONAN & GALVAN
BEING A DIVISION OF PARCEL 1 AS SHOWN ON THE
-PARCEL MAP FOR PAUL ARAKE!JAN AND BRIAN
ARAKEIJAN", RECORDED IN BOOK 41 OF PARCEL
MAPS AT PAGE 13, MERCED COUNTY RECORDS
PORTION SECTION 26, T.6S., R.11E., M.D.B.& M.
SCALE: None CllY OF LMNGSTON
BOOK ---'-" I D:,,_qL___
COUNTY OF MERCED
SHEET 2 OF 3
PAGE J..0,
JULY, 2008
CALIFORNIA
198 of 534
~ ..
~ IL__ JOB NO. 03054 GOLDEN VALLEY
I ETAfLB
ENGINEERING&. SURVEYING
I s 89"23"42" W (S 89"23"0~ W)( 1
)_ _ _ >! AVfNU~--s;: - N 0()"~9•24• E & (1)
405 W. 19th Street • P.O. Box 349 • Merced, CA 95340
Phone (209) 722-3200 • Fax (209) 722-3254
fSEE:~------~ -------------------- 1321.44" (1321 .38")(1) ------- ~ '"j: __ M16.65 & (1)(2) - VIN£WOOD -----· i j \ __ " _t;_l/l
6000
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4 -oEDICATEO BY THIS MAP
-·-·-·-·-·- ·- ·- ·---
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' -----·r ----50195•---------- ---~~::;Y~2-- ~ -C3~'---- - - - - - 71645·- -r--~~~8 -6"~E~ENT- -
) I • \ S 89"23'42" W 1321.44' FOUND 3/4" IRON PIPE.
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EASEMENT DEOICATED -~5• t "!'------ ,/ /
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C2 25.00 9.40
C3 25.00 9.40
C4 25.00 9.40
C5 655.DO 33.17
TANGENT
4.76 4.76
4.76 4.76
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21·32•32"
21·32'32"
21'32'32"
21"32"32"
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FD. GPS S_l"ATION 1043 PER (3)"'11 s 89"53"44" w 526~)~ZRID)(3) -J f • \ (S 89•58.13" W 5269.41 _./ BY THIS MAP N oo·sa'54" E BEING THE BEA.RfflG OF LDT 18 3 DP 57 THE WEST UNE OF PARCEL 1 AS SHOWN
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!Q X \,> 6ss ARAKEUAN AND BRIAN ARAKEIJAN",
~-:.,. ;,. :.J~t'·q, RECORDED IN BOOK 41 OF PARCEL MAPS ~ ~ / AT PAGE 13, MERCED COUNTY RECORDS.
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FD GPS STATION 1 D44 PER (3)
REFERENCES
(l) PARCEL IIAP FOR PAUL ARAKEUAN AND BRIAN
ARAKEUAN, BOOK 41. PARCEL IIAPS. PAGE 13
11.C.R.
(2) VINEWOOD ESTATES. VOLUYE 37. OFFICIAL PLATS.
PAGES 50-52. M.C.R.
~"' PARCEL C ·, ,,,,._ '1\ '-
No~~gi~;ALE ~i 1.19 ACRES N1ET R_:545:oo,, t O \?- 1" -- - - z::' / ~~:2~ii92',, USEO TO ESTABLISH CENTERLINE p, t) / t~ ,;;; \ / ......... ~ ,' Detto=2l'JS'26-.. OF M.I.D. EASEMENT ONLY J Q, / ';? ,L...--VINEWOOO -- " / N 89·01·os· w ' o (1)(l / 9 \ \ / _ . 343_51• , 1 (65.69)(1) (65.68")(2) / N 89- 56•00• w \ I ~ ~ ;\ R=545.00\ 8.57 (38.56)(1) (38.55)(2) 22 31" & CR (2) (3) RECORD OF SURVEY FOR IIERCED COUNTY
ASSOCIATION OF GOVERNMENTS, VOLUME 28,
RECORD OF SURVEYS, PAGES 5-6, M.C.R.
1FOUND 3/4" IRON PIPE S 89"23"42 W L=99.96 ' 75"17"55" (75"16'25")(1) (75"15"44")(2) / \ OPEN (1)--- 1321 44' Ton=50. 13 \ .. = ~
I ;, ~~"' Oelto=10"30'4~:, . FOUNf3J{; (i)ON PIPE. / S 45·53'54• ~ ~~~Nf3J{; (i)ON PIPE. \ I N D0"58"54" E I ; 501 96' ----- \ \ <J> T TABLISH CENTERLINE I 37 39 ~~_.o,.,/:..__:__:___:__:.:..:_=---; \
23.98" I • ~ ___ ,.- , -,; • EMENT ONLY S 89"56"00 ( )
. N 39·09•55• E / • ~ ~ --- \ "'\_ ""L . . 7
- N 26".13"26" W (N 26"12"21" W)(2)
\ // 7.12• / :s&.~3~/-- \ \-- \ \ ~ \s 89"56~ E 765. 16.73 &: (2) ~ / c.R \ ,-;: PARCEL 'A' : " -~---- 10· PUBLIC UTILITY---' \ a ~ "t, ;, N / 11.c.R. ' ?< • / / . __..-- EASEMENT OEOICATED , "' ~ ~ \ ·- FllNT -----·-----AV£NUE -·7 '-., f ~ ~ / / ~ ,,.,, BY THIS MAP \ -1, % ~ 'b \ _ _ M.I.D. .......... . tO If"> / / ~ ,/ \ ~ ~ C, ~ 0 / ..__ re 'f! -- ,' :;j ,//' \ c1';. 0 \ ~ N .:::, / _,,, \ ~~ . S ELMWOOD a> / ,,,,, \ O"._ ~ \ WAY i /,-"' PARCEL 'B' 5.62 ACRES NF.T " / '-- /
....... ---- --------
Found and accepted monument as noted
Set 3/4" iron pipe, L.S. 4052
Survey Boundary
According to that certain
Reference
Calculated from Reference
Merced County Records
Merced Irrigation District
CITY OF LIVINGSTON PARCEL MAP NO. 2004-01
PARCEL MAP
~ - -- - ---- --- " -~ , '-J- "' , ·,o I ;,, FOR
EL ' DETAfL C
NOT TO SCALE YONAN & GALVAN BY THIS ~
~;~~~~\~J:~~EO --~ _ \ ~t,-Jl:!'4~ACRESI NET I BY rH1s MAP N 28"41'18~ E~ ~:t1.~·g<J,, \ !::? !: : !:u ___ J_ _______ _ ___ 559_73' _ __________ __ _ !~~9 _ _ y/ .Too=22.23/ .. .\ \
- - - FLINT - -,- - -'-s.:_::--- - - _ (s 89"56"20" E)(2) " ~ _.- --- - ---- ~ I
S 89"56'00" E & (1)AV£NU£ - - 7"----::---<o~- _ l.L.:--7 \.._,uuND 3/4" IRON PIPE g; ~ ( 76587" & (1)~• _. ·:_ .. . <; ;I WI :_:.7·-RCE .13693 (2) • '.:; ~ _.--____ s 5c;o• ~ '-
=! I> .dO D'P .,;;1 __ ,,-:---- - __..- ::t: ~ ., u- ~••~' SEE DETAIL C BEING A DIVISION OF PARCEL 1 AS SHOWN ON THE
"PARCEL MAP FOR PAUL ARAKEIJAN AND BRIAN
ARAKEUAN". RECORDED IN BOOK 41 OF PARCEL
MAPS AT PAGE 13, MERCED COUNTY RECORDS
PORTION SECTION 26, T.6S .. R.11E .. M.0.B.& M.
SCALE: 1" ::: 100'
CITY OF LMNGSTON, COUNTY OF MERCED
JULY. 2006
CALIFORNIA
SHECT .3 OF 3
BOOK---'-"-10--'-q __ PAGE~r2=,3~--
199 of 534
4933-0737-7835 v2
Exhibit B
EXHIBIT B
Scope of Work and Project Description
200 of 534
City of Livingston
Department of Public Works
2238 Walnut Ave, Livingston, CA 95334
Phone (209) 394-8044
www. livingstoncity.com
January 8, 2026
Mr. Jose A. Ramirez, City Manager
1416 “C” Street
Livingston, CA 95334
Subject: Memo to File for the Winton Parkway Extension Scope of Work and Project Description
The purpose of this memo is to document the scope of work and project description for the Winton Parkway Extension for the acquisition for street right of way and a PG&E electric easement.
In 2025, the Cit of Livingston permitted the construction of the River Glen Apartments Complex at the southeast quadrant of the intersection of Winton Parkway and B Street. The City has been working with the Developer for this project to also construct the extension for Winton Parkway to the south which would abut the project’s west property and span between B Street and F Street. The Developer has agreed to have his contractor perform the interim improvements for this street extension.
The street improvements for the Winton Parkway Extension would be constructed on existing right of way the City has previously acquired for this corridor except for a small portion that is still needed to complete the full length right of way (see attached parcel map). The City has acquired a 110-ft wide, 1,331-ft long right of way corridor for the planned street alignment spanning from F Street to just south of B Street. The right of way that is yet to be acquired is just a sliver of land approximately 29,543 square feet that is owned by the Livingston School District.
The City has contacted the School District about acquiring this missing right of way.
The proposed south extension for Winton Parkway will require improvements to the intersection at B Street which will trigger the relocation of existing utility poles and overhead line. To relocate the utility poles, a separate easement from the same School parcel will be needed on the south side of B Street due west from the intersection with Winton Parkway. The City has contacted the School District about acquiring this needed easement approximately 3,200 square feet and has also performed an MIA appraisal for purchasing both the street right of way and PG&E easement. The City has also looked into setting an escrow account for these right of way and easement purchases.
The previously acquired right of way will accommodate an ultimate 4-lane-divided roadway for the Winton Parkway Extension pursuant to Arterial standards. At this time the City has enough funding to construct an interim 2-lane roadway that would connect the gap for Winton Parkway between F Street and B Street. The City is coordinating with the River Glen Developer to complete the interim Winton Parkway Improvements as part of the apartments project. The costs for the interim street improvements would be paid from the Developer’s fair share and contributions from the other benefitted parcels. The City has determined the fair share percentages for all the affected parcels per the attached Proportional Cost Sharing Exhibit. The affected property owners would pay their fair share for constructing the interim Winton Parkway improvements and for constructing the ultimate 4-lane arterial road. The Developer’s engineer is 201 of 534
City of Livingston
Department of Public Works
2238 Walnut Ave, Livingston, CA 95334
Phone (209) 394-8044
www. livingstoncity.com
preparing the corresponding cost estimates for the interim and ultimate roadway improvements in coordination with the City.
The interim Winton Parkway improvements are planned to be completed in two phases with Phase 1 consisting of the street improvements and Phase 2 consisting of the traffic signal improvements at the intersection of Winton Parkway and B Street. As part of Phase 1, a 2-lane paved roadway would be constructed to accommodate vehicle traffic in each direction. The interim street improvements would include curb, gutter and sidewalk extending the property line for the River Glen Apartments Project. An asphalt concrete dike would be provided at other edge of pavement locations for drainage purposes. Other street improvements would include street lighting, street landscaping, storm drain pipe, manholes and drain inlets, striping, markings and signage. For Phase 2, the south leg of the Winton Parkway and B Street intersection would be constructed to include the missing traffic signal posts and mast arms with associated control cabinets and electrical equipment, pavement widening for the travel lanes and turn lanes, and relocation of the existing utility poles and overhead line. The improvement plans for both Phase 1 and Phase 2 are currently under review and approval by the City of Livingston.
The street improvements for the Winton Parkway Extension would have required the undergrounding of the existing canal abutting the street alignment but the City has coordinated with Merced Irrigation District for deferring these underground canal improvements to a future date or whenever this segment of Winton Parkway is developed for the ultimate 4-lane Arterial standards.
Please feel free to contact me at (209) 394-8044 for any questions.
Sincerely,
Anthony Chavarria
Public Works Director
Enclosures: Parcel Map No. 109-23, Proportional Cost Sharing Exhibit Copy: Mario B Gouveia, City Engineer
202 of 534
4933-0737-7835 v2
Exhibit C
EXHIBIT C
Phase 1 Plans
203 of 534
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210 of 534
PLANTING NOTES
3. 5.
PLANT MATERIAL QUANTITIES SHOWN ON DRAWINGS ARE INFORMATIONAL ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANT MATERIAL REQUIRED.
IMMED1ATEL Y AFTER AWARD OF CONTRACT, THE CONTRACTOR SHALL NOTIFY Tl-IE LANDSCAPE ARCHITECT !F SPECIFIW PLANT MATERIAL IS AVAILABLI:: FROM COMMERCIAL NUASl:JIIES. IN CASt A PLANT 15 NOT AVAILABLE, THE LANDSCAPE ARCI-IITECT WILL PROVIDE ALTERNATE: PLANT MAH:RIAL SELE:CTIONS. SUCI-I CHANGES WILL NOT ALTER THE CONTRACTOA'S ORIGINAL BID PRICE UNL!;.SS A CREDIT IS DUE THE OWNER.
EXCAVATW PLANT PITS SI-IALL HAVE POSITIVE DRAINAGE. PLANT PITS WHEN FULLY ROODtD WITH WATER SHALL DRAIN WITHIN 6 HOURS OF F"ILUNG. Tl-IE CONTRACTOR SHALL EN SU At ALL PLANT PITS HAVE POSITIVE DRAINAGE. SEE SPECIFICATIONS FOR leXACT REQUIREMENTS.
All PLANT MA TE RIALS SI-IALL COMPLY WITI-I FOAM AND CI-IARACTERISTIC REQUIREMENTS AS SPECIFIED. All PLANT MA TE RIAL Will COMPLY WITI-I ANSI 2601 'STANDARD FOR NUASE;RY STOCK'.
Tl-IE CONTRACTOR SHALL CONFORM TO All CONDITIONS ANO REQUIREMENTS CONTAINED WITHIN THE LANDSCAPE INSTALLATION SPECIFICATIONS. Tl-lie CONTRACTOR SHALL HAVE AVAILABLE; ON Tl--11;. JOB sin: AT All TIM!;S, Tl-I!; CONSTRUCTION 1ssu, 5pi;c11::1cA TIONS FOR INSPkCTION BY Tl--lk LANDSCAPI::: AACI-IITECT. Tl-lie CONTRACTOR SI-IALL INStAT IN Tl-IE PLANS ALL OFFICIAL/APPROVED ADOENDUMS ANO/OR CI-IANGE ORDERS AtLATIVt TO Tl-IE LANDSCAPE INSTALLATION IN CHRONOLOGICAL OADl:::A.
6. Tl-IE CONTRACTOR IS AtSPONSIBLt FOR SOIL l:::ROSION CONTROL MEASURtS Tl-IA T MAY Bl::
7. 8.
9. 10.
RE;QUIQ!cO TI-IROUGI-I Tl-It DURATION OF Tl-IE CONTRACT PtAIOD. SI-IOULD THtR!c BJ;. !;.XISTING SOIL E;ROSION CONDITIONS TI-IAT R!;QUIRE MITIGATION Wl-l!;N THI; CONTRACTOR INITIALLY ACC!;PTS Tl-IE SITE. THE LANDSCAP!; ARCI-IIT!;CT AND OWN!;R SHOULD BE AltRTED TO ITS i;XIST!;NC!;.. FAILURE OF THE CONTRACTOR TO NOTIFY T\.lt LANDSCAPE ARCHITECT AND OWNER IMPLltS ACCEPTANCE OF THI:: Silt BY Tl-IE CONTRACTOR IN ITS EXISTING CONDITION. All COSTS NECESSARY TO MITIGATt tXISTING !;ROSION PROBLE;MS SHALL 81; AT Tl-I!; CONTAACTOR"S tXPENSI::: AND AT NO £XTRA COST TO Tl-I!; OWNtA QA INCAEASt Tl-IE ORIGINAL BID AMOUNT.
THE; CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDl:::AGAOUND UTILITY SYSTtMS PAIOA TO Bi;:G!NNING ANY PI-IAS!; OF CONSTRUCTION Tl-IA T MAY CAUS!; DAMA Gt TO 1:::XISTING STRUCTURES.
CALL U.S.A. TO LOCATE ALL EXISTING UTILITlleS (800) 227-2600. Tl-lie CONTRACTOR SI-IALL Bt RESPONSIBLE FOR Tl-lie REPAIR/REPLACEMENT OF DAMAGED UTILITIES. TO Tl-IE SATISFACTION OF Tl-II:: OWNER OA GOVERNING AGENCY AND AT NO EXTRA COST TOTI-It OWNJ;.A OA INCA!;ASE IN BID AMOUNT.
ALL NON-TURF PLANTING AREAS (EXCEPT LLD. TRleA TMENT AREAS) SI-IALL BE TOP DAtSSED WJTI-I A Y LA Y!;A OF CI-IIPPtD BAAi( MULCH. PARTICLE Silt SI-IALL Bt A MINIMUM 01= TWO (2) INCl-ltS.
Tl-IE LANDSCAPt CONTRACTOR SI-IALL ACT AS A DIRECT SERVIC!; PROVIDtA TO Tl-I!; CITY AND SI-IALL REPORT THE AMOUNT OF RECOVERtD ORGANIC MULCH AND COMPOST UTILIZtD FOR Tl-IE PAOJECT AT Tl-IE TIME OF Tl-It FINAL INSPtCTION.
NO TAI:::!:: SI-IALL BE PLANTtD WITI-IIN FIVle (5) FleET OF UNDl:::QGAOUND WA Tl:::R MAINS.
11. TREES PLANTED WITHIN FIVE (5) FEET OF SIDEWALKS OR CURBS SI-IALL RECtlVE ROOT BARRIERS PER DIT AIL B, s1-m;:T Ll.3.
12 All PLANTING WORK SHALL BE IN ACCORDANCE WITH CURRrnT CITY OF LIVINGSTON STANDARD SPJ;.CIF CATIONS.
13. AT Tl-lie mo OF THE tSTABLISI-IM!cNT PERIOD, A FINAL WALi( TI-IROUGI-I Will BE CONDUCTED BY Tl-lie CONTRACTOR, TO INCLUDle Tl-lie LANDSCAPle ARCl-llTleCT OF RtCORD AND Tl-IE OWNER'S RtPAEStNTATIVE.
14. Tl-It CONTRACTOR SI-IALL PROVIDE ALL REQUIRED LANDSCAPE DOCUMtNTA TION TO Tl-lie LANDSCAPt AACI-IITtCT OF RECORD SO Tl-lie LANDSCAPt AACHITtCT MAY COMPLETE Tl-IE CleATIFICA TE OF COMPL'110N DOCUMENTATION TO ACl-lll:::Vt P£RMIT ACCtPT ANCle ANO SIGN OFF AT Tl-It mo OF MAINTtNANCt PleAIOD. AS AEQUIAED BY Tl-I!; CITY'S WA TEA tFFIClmT LANDSCAPt OADINANCt.
WATrn Ernc1rnT LANDSCAPE ORDINANCE COMPLIANCE
I I-IAVt CQl'l,PUED WITH Tl-It CAITtRIAOF Tl-It WATER tFFICIENT LANDSCAPINGOODINANCt AND APPLlmTI-ltM FOR Tl-IE tFFICltNT USt OF WA TEA IN Tl-IE LANDSCAPE DtSIGN PLAN. " \6&~4728
PLANT SCl-jEDLJL~
SYMBOL BOTANICAL NAMf. ~ Silt ~ PLANT SIZE Q!Y
TRl:::ES ES:) ACER BUERGEAIANUM TOIDENT MAPLE 15 GAL MODtRATt 30" X30' ~ BOTANJCALNAME
SI-IRUBS
LOMANDAA LONGIFOLIA ' LOMLON '
~
LIME TUFF DWARF MAT RUSH
20 ~
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LOMANDAA LONGIFOLIA 'PLATINUM BEAUTY' PLATINUM BEAUTY VARltGATED MAT RUSH PEQQVSKIA ATAIPUCIFOLIA 'BLU£ SPIRES' BLUE SPIRtS RUSSIAN SAGE 8 WESTRINGIA FAUTICOSA 'SMOl(tY' SMOl(l:::Y COAST ROSEMARY GROUNDCOV!;RS
@ ACACIA AtDOLENS 'LOW BOY' PROS TR A TE ACACIA
B• I-IYDAOZONt CALLOUTS. AleF!;R TO IRRIGATION SI-IEHS FOR MORle INFO.
OTHl:::A
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lGAL.
lGAL.
SGAL
SGALGC
ROOT BAQA!l~R TO BE INSTALLtD FOR ALL TREES s·-o· OR LtSS FROM rnm: OF PAVING/CUA BING.
ROOT BAAAltAS TO Bt MIN. 20" LONG~ 24' D!;tP, CtNTtAtD ON TAt!;S.
TRee/ SHRUB ReQUIReMENTS
90% REQUIAED • DROUGHT TOLtRANT SI-IA UBS
TOT Al SI-IAUBS • 216
PROVIDED • 216 (100%)
90% RleQUIRED • DROUGI-IT TOltAANT TREES
TOT AL TREES• 20
PROVIDED• 20 (100%)
~ PLANT Silt
LOW 2.S' X3'
LOW 2.S' X3'
LOW 3.S'X3.5'
LOW 6 ' X6'
LOW 1.S'XIO'
2IY
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GAOUNOCOVEIIS
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B• I-IVDROZONE CALLOUTS. REFER TO IRRIGATION SHElcTS FOR MORE INFO. ~ IIOOT BAIH~IEA TO BE INSTALLED FOR ALL TREES 5'-0" QA LESS FROM EDGE OF PAVING/CURBING.
ROOT BARRIERS TO BE MIN. 20' LONG• 24" OH:P. CENTEAW ON TREES.
Stt S1--ittT Ll.O FOR
PLANTING NOTES
WATER USE PLANT SIZE Qir
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LOW 2.5' X3' 100
LOW 3.5" X3.5' 93
LOW 6"X6' 5
LOW 1.5'Xl0'
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213 of 534
KEYNOTES
l I V 2X U I QOOTBALL DIAMETE:Q
~ TAKES: Z' DIA. X 1O·-o· PQESSUQE-TREATtD LODGtPOLE PINE;, 2 DE:Q 15GAL. TREE: AND 3 Pm 24" BOX nm;:. 2. QUBBtQ TREE TIES: 2 Pl:tl ST AKE:. WRAP NO WIQE AROUND TRUNK OR LIMB. LOCATE TREE TIES NO HIGi.lER TI-IAN NlcCESSARY TO Kl:I0PTQEE UPQIGl-ff DURING WINDY CONDITIONS. 3 MULC!-l,YLAYE:Q
4. A" HIGH E:AJ:!TH MOUND.
5. FINISH GRADE. KEEP ROOT CROWN r ABOVE: FINISH GRADE:
6 PLANT TABS AS RECOMMENDED IN SOIL ANALYSIS REPORT.
7. PRE:DAQ£ BACKl=ILL BACKFILL AS Pm SOIL ANALYSIS RE:COMMrnDA TIONS 8 EXISTING UNDISTURBtDSOIL
NOTES
~MOVE: E:XISTING NURSt:AY ST AKES !=ROM TRE;E:S si;.mRt PLANTING B. LOCATE: FtRTILIZtQ TABLE:TS A FE;.W INCHE:S AWAY !=ROM QOOTBALL TO AVOID BURNING ROOT TIPS C. L00%:N AND/OR CUT ANY ROOTS rnCIRCUNG ROOTBALL DQIOR TO PLANTING D. SCARIFY SIDE:S OJ: PLANTING HOLE PAIOR TO PLANTING ROOT BALL ~ PLANTI NG
!!Qli
KEYNOTtS
1. 3" LA YER OJ: BARK MULCH.
2. 3" HIGH UNDISTURBED SOIL MOUND.
3. J:INISH GRADE: PLANT ROOT CROWN 1" ABOVE J:INISH GRADE.
PROVIDt POSITIVt DRAINAGE AWAY !=ROM ROOTBALL
4. J:ERTILIZERTABLETS.
5. PRtPARtO BACKJ:ILL.
6. tXISTING UNDISTURBtO SOIL. PROVIDE POSITIVE DRAINAGE AWAY !=ROM ROOTBALL.
NOTES
:r.-T5CA TE FERTILIZER T ABLtTS A FEW INCHES AWAY FROM
ROOTBALL TO AVOID BURNING ROOT T!PS.
B. LOOSEN AND/OR CUT ANY ROOTS tNCIRCUNG ROOTBALL
PRIOR TO PLANTING.
C. SCARIFY SIDES 01= PLANTING HOLE PRIOR TO PLANTING
ROOTBALL.
~ BPLANTI NG
~
KEYNOTES
2. !=IN ISH GRADE (1/Z IN TUAI= SEED.1' IN TURF SOD. 3-1/2" IN PLANTER BEDS BELOW ADJACENT HARDSCAPE. TYP.)
3. ADJACENT HARDSCAPJ;: (WALKWAY OA CURB)
4. 20'·0' LONG X 24' DEl::P ROOT BARRll::R PANEL BY DEEP ROOT CORP. OR EQUAL. INSTALL CJ;:NTERtD ON TREES ON ALL SIDES LOCATED CLOSER THAN 5·.o· TO ADJACENT HARDSCAPE PER MANU!=ACTUAER'S
SPECIJ:ICATIONS.
NOTES
~ E 'TREE PLANTING' DETAIL !=OR PLANTING AND STAKING OJ: PROPOSED TREtS.
~ ROOT BARR IER
♦--♦--♦--♦
L~~t,\~ \ ~
""°'t-& -~; PLAN
NOTTO SCALE
KEYNOTES
1. GROUNDCOVER SPACING, SEE PLANTING LEGEND.
2. GROUNDCOVER CENTERS. TYP.
3. WALK. WALK OR EDGE OJ: GROUNDCOVER PLANTI NG AREA.
NOTES
FVflS Hil\lE 8EDI Cl)IO!l(WO.Y APPACMDErl' T1£aTI'
ENGM.JJI.OTYOFLHtlCSTCII. FORMIDIS1IIOCTDICf 1}£Pt'ASE1wm:iNPlilll(IAYDCIDISOIIMPR(Mll[NTSfOR 11'£1'11QLCTPUHS'Mll:A£\'OEDfORQ)Mfa!lilNC[WITH
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AlOCATE CENTER OJ: PLANT ONLY 1/2 OJ: PLANT SPACING AWAY !=ROM ADJACENT, NON•PERVIOUS HARDSCAPE WHtRE DRIP OR sue.sURJ:ACE DRIP IAAIGA TION IS TO BE USED.
B. RIP OR SCARIJ:Y TOP lTOJ: SUBGRADE PRIOR TO PLANTING.
C. ROTOTILL AMENDMENTS AND J:ERTILIZER INTO TOPSOIL PER SOIL ANALYSIS RECOMMENDATIONS.
~ NDCOVER SPACING & PLANTING
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214 of 534
IRRIGATION NOT!;S
1. THIS DtSIGN IS D!AGRAMMA TIC. ALL IRRIGATION tQUIPMENT, PIPING, VAL VtS, nc ... SI-IOWN WITI-IIN PAVED AAtAS ARE; FOR DtSIGN PURPOStS ONLY AND SI-IALL Bt INSTALLtD IN PLANTING ARtAS WHEREVER POSSIBLE. ALL IRRIGATION LINES AND WIRING SHALL Bt IN SLEEVING Wl-ltN CR055JNG UNDE:R PAVING.
2. Tl-IE 3/4" LANDSCAPE IRRIGATION WATE:R METER IS CAPABL!c OF PROVIDING A MAXIMUM CONTINUOUS ROW OF 30 GPM. nus SYSTE:M IS DESIGNED TO OPERATE AT 50% OF THE MAXIMUM CONTINUOUS ROW, OR 15 GPM. NO COMBINATION 01= VALVES SHALL BE OPERA TED AT THE SAME TIME SO THAT Tl-lie COMBINtD ROW EXCEEDS 15 GPM.
3. THIS SYSTEM 15 tXPtCTED TO MAINTAIN A MINIMUM OPrnA TING PRE:SSURE: oi: 15 PSI AT Tl-It FURT1-n;:sr POINTS AWAY FROM Tl-110 P.O.C. THE CONTRACTOR SI-IALL VE:RIFY Tl-IE AVAILABLE: WATER PRESSURE ON THE SITE PRIOR TO INSTALLATION OF Tl-IE SYSTEM. REPORT TO THE OWNER AND THE LANDSCAPE
ARCHITECT ANY DIFFERENCES BHWEEN THE CONDITIONS ASSUMED ON THESE PLANS AND THE CONDJTIONS ON SITE. IN THE EVENT PRESSURE AND/OR ROW DIFFERENCES ARE NOT REPORTED PRIOR TO THE ST ART 01= CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY i:oR ANY REVISIONS REQUIRED.
4. IT IS THE RESPONSIBILITY oi: THE CONTRACTOR TO i=AMILIARIZE HIMSELI= WITH All GRADE DIFFERENCES.
STRUCTURES AND FACILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OA REPLACE All ITEMS DAMAGED BY HIS WORK. HE SHALL COOADINA TE HIS WORK WITH OTHER CONTRACTORS i=OR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LA TEAALS AROUND EXISTING AND PROPOSED Silt STRUCTURES AND FACILITIES. UNDER PAVING, nc*. 5. DO NOT WILLFULLY INSTALL THE JAAIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS
OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OA DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT I-IAVE BEEN CONSIDERED IN THE ENGINEERING. SUCI-I
OBSTRUCTIONS OA DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AEPAESENTATIVt. IN THE EVENT THAT TI-I IS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
6. THE CONTRACTOR SHALL FLUSH AND ADJUST All EQUIPMENT AND VALVES FOR OPTIMUM COVERAGE.
INSTALL ALLSPAINKLEA HEADS WITH NOZZLE OF Tl-IE APPROPRIATE DEGREE AND RADIUS FOR Tl-IE AAtAS TO BE COVERED. ADJUST ADDITIONAL NOZZLES TO EUMINA TE SPAA YING ONTO WALKS, STREETS, WALLS.
ETC
7. All IAAIGA TION EQUIPMENT NOT OTHERWISE DETAILED OR SPECll=IED SHALL BE INSTALLED PEA MANUFACTURER'S AECOMMENDA TIONS AND SPECIFICATIONS.
B. PRESSURE REGULA TING DEVICES ARE REQUIRED IF WA TEA PRESSURE EXCEEDS Tl-IE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.
9. CHECK VALVES OR ANTI-DRAIN VALVES ARE AEQUIAED ON All SPAINKLEA HEADS WI-IERE LOW PO!NT DRAINAGE COULD OCCUR.
JO.LANDSCAPE CONTRACTOR TO ABIDE BY AND TO SATJS!=Y All COMPONENTS OF Tl-IE CITY'S MWELO SUBMITTAL CHECKLIST, PERFORMANCE APPROACH.
11. THE CONTRACTOR SHALL PROVIDE AND PASS A WATER AUDIT BY A CALIFORNIA CERTIFIED LANDSCAPE IRRIGATION AUDITOR. AS REQUIRED BY Tl-IE CITY'S WATER EFFICIENT LANDSCAPE ORDINANCE PRIOR TO Tl-IE INSTALLATION OF PLANT MATERIALS ANO MAKE All RECOMMENDED CHANGES BEFORE THE ST ART OF THE LANDSCAPE MAINTENANCt PERIOD.
12. CERTIFICATE OF COMPLETION, Tl-IE CONTRACTOR SHALL PROVIDE All REQUIRED LANDSCAPE
DOCUMENTATION TO THE LANDSCAPE ARCHITECT OF RECORD SO THE LANDSCAPE ARCHITECT MAY COMPLETE Tl-IE CERTIFICATE OF COMPLETION DOCUMENTATION TO ACI-IIEVE PERMIT ACCEPTANCE AND SIGN OFF AT Tl-IE END OF Tl-IE MAINTENANCE PERIOD, AS REQUIRED BY THE CITY'S WATER EFl=ICIENT LANDSCAPE ORDINANCE. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING IRRIGATION
DOCUMENTATION,
A. AS-BUil TS FOR THE IRRIGATION SYSTEM.
8. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.
C. IRRIGATION AUDIT BY A CALIFOANIA CERTIFIED LANDSCAPE IRRIGATION AUDITOR.
D. MANUAL DETAILING All COMPONENTS AND COMPLETE OPERATION AND MAINTENANCE OF SYSTEM
E. RECEIPTS FOR SOIL AMENDMENTS MATCHING SOIL ANAL YSJS RECOMMENDA I IONS.
WATER EFFICIENT LANDSCAPE ORDINANCE COMPLIANCE
! HAVE COMPLIED WITI-I THE CRITERIA OF THE ORDINANCE AND APPLIED TI-HCM FOR THE EFFICIENT US£ 01= WATER IN THE:; IRRIGATION DESIGN PLAN. ~ V\__ KEITH P. WILSON, ASLA. CALA 4728
IRRIGATION SCHrnUL!;
SYMBOL
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MANUl=ACTUAER/MODEL/DESCRIPTION
HUNTER AZWS-16-CV
181N. LONG AZWS WITH INSTALLED .25 GPM OR
.50 GPM BUBBLER OPTIONS, CHECK VAL VE,
1/2IN. SWING JOINT FOR CONNECTION TO l/2IN.
PIPE
MANUFACTUAEA/MODEl(DESCAIPTION
HUNTtA ICZ•lOJ.25
DETAIL
E/l 2.4
Qill!h
~fH~~~~~~~~TEE~l~y~~~!~\~~~:UER~ALVE j:/L2A
AEGULA TION, 25PSI. FLOW RANGE, 2 GPM TO
20 GPM. 150 MESH STAINLESS STtEL SCREEN.
HUNTERAl=V-6
1/21N. AUTOMATIC FLUSH VALVE WITH 3/4IN. C/L2.5
BAAB CONNECTION. REMOVABLE TOP FOR
DIAPHRAGM MAINTENANCE.
HUNTER ECO•ID
ECO-ID: l/2IN. l=PT CONNECTION WITH 12 PSl-70 D/L2.5
PSI OPERA TING PRESSURE. SPECIFY WITH
HUNTER SJ SWING JOINT.
AREA TO RECEIVE DRIPLINI:
HUNTER HDL-06-18-CV
HDL-06-18-CV, HUNTER DAIPLINE W/ 0.6GPH
~~~~~R~::i~~ ~~THC~~;~ ~¢~~~Ng~~:IPLINE B/L25
LATERALS SPACED AT 18" APART. WITI-I EMITTERS
OFFSET FOR TAI ANGULAR PA TTEAN. INST ALL
WITI-I HUNTER PLO BARBED OA PLD-LOC
FITTINGS.
MANUFACTUAEA/MODEl{DESCRIPTION DET All
HUNTER ICV-G
1IN. PLASTIC ELECTRIC REMOTE CONTROL D/L2.4
VALVES, GLOBE CONl=IGUAATION, WITH NPT
THREADED INLET/ OUTLET,
NIBCOT-113
CLASS 125 BRONZE GA TE SI-IUT OFF VAL VE WITI-I C/L2A
WI-IEEL HANDLE. SAME SIZE AS MAINLINE PIPE
DIAMETER AT VAL VE LOCATION.
NIBCO T·ll::5
~L:i:Ll~SA~~~~-zs~1Ts~iEH~ ~~~N~~~:~1:tH N/A
DIAMETER AT VALVE LOCATION.
HUNTER ICV-G (MV) 1"
PLASTIC ELECTRIC MAST EA VAL Vic. REFER TO N/A
RIVER GLEN APARTMENTS LANDSCAPE PLANS
FOR MORE INi:oAMA TION.
BACKFLOW PREVENTER ::5/4"
REDUCED PRESSURE BACKFLOW PREVENTER. N/A
AEFi;:R TO CIVIL IMP. PLANS FOR MORE
INFORMATION.
I-IUNT!;A I2C-3200-M/ICC-PED
::52 ST A TION OUTDOOR MODULAR CONTROLLER N/ A
REFER TO RIVER GLEN APAATMfNTS
LANDSCAPE PLANS FOR MORE INFOAMA TION.
HUNTER AFC
RAIN AND l=AEEZE SENSOR. REFER TO AIVEA N/A
GLEN APARTMENTS LANDSCAPE PLANS FOR
MORE INFORMATION.
CREATIVE SEN SO A TECHNOLOGY l=SI-TI0-001
1IN. PVC TEE TYPE FLOW SENSOR W/SOCKET N/A
ENDS. REFER TO RIVl:A GLEN APARTMENTS
LANDSCAPE PLANS FOR MORE INFORMATION.
;~~~~{E~~~~~;r~~~EATO CIVIL IMP. PLANS N/A
FOR MORE INFORMATION.
IAAIGA TION LATERAL LINE, PVC CLASS 200 SOR
21 A/L2.4
SOLVENT WELD FITTING AT 18" DEPTH, SIZE AS
NOTED.
IARIGA TION MAINLINE, PVC SCHEDULE 40
- - - - FOR SIZES 2" OA SMALLER. PVC CLASS 315 FOR A/L2.4 SIZES 2-1/2" OR ABOVE. SOL VENT WELD l=ITTINGS
AT 24" DEPTH, SIZE AS NOTED.
PIPE SLEEVE, PVC SCHEDULE 40
SIZE TO BE 2X THE TOTAL OF PIPE DIAMETER.
INSTALL UNDER ALL NEW PAVING AND EXTEND
12" BEYOND HAADSCAPE EDGES.
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215 of 534
oi:i:s1TE, POINT oi: CONNECTION, 3/A" METER AND
3/A" BACKROW PRE:VENTOR (REi:ER TO CIVIL IMP. I B STREn I PLAN5'0RMOmN,ORMATIONJ.rnlSSVST<MIS t t OE:SIGNE:D rnR A MAX CONTINUOUS ROW OF 15 o... ......._ GPMANDAMIN.OPE:RATINGPRESSUREOi:lSPSIAT ___ - t--=--=--=--=-~:=::;::;;a:;;a~r --;:;-_-;:;-~ THEi:ARTHESTPOINTFROMHltP.O.C .. --- ---- -H-o,;,;-¼1-bf--+I
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WATtR EeelClrnT LANDSCAPE ORDINANCE COMPLIANCE
I HAVt COMPUED WITI-I THE CRITERIA oi: Tl-IE ORDINANCE AND APPlltD TI-IE:M FOR Tl-It tFi:ICltNT USE oi: WATER IN Tl-IE IRRIGATION DESIGN PLAN.
Kml-l P. WILSON.
~ ASLA. CRLA 4728
(1} Y MAINLINE. SLEEVE
(1) 2" CONDUIT SUOEVE
~\ \'\,..
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MANUj:ACTURER/MODEL{DESCRIPTION
I-IUNTER RZWS-18-CV
18IN. LONG RZWS WITI-I INSTALLED .25 GPM OR
.50 GPM BUBBLEROPTIONS, Cl-ltCK VALVE.
l/21N. SWING JOINT i:OR CONNECTION TO l/21N.
PIPE
!-1£1.t~Uj:ACTURER/MODEL/OESCRIPTION
HUNTER ICZ-101-25
Qill!h
E/ L2.A
OE.TAIL
~~l-l~~~~~~~z~~TtE~r~.y~~E~\~~~:utR~ALVE j:/L2.A
REGULATION: 25PSI. i:LOW RANGE, 2 GPM TO
20GPM. 150 MESH STA1NLE:SS STEE:L SCREEN.
I-IUNTER Ai:V-B
l/2IN. A UT OMA TIC RUSH VAL VE WITH 3/AIN. C/ L2.5
BARB CONNECTION. REMOVABLE. TOP j:QR
DIAPI-IRAGM MAINTE:NANCE.
I-IUNTER tC0-I0
ECO-ID: 1/2IN. FPT CONNECTION WITH 12 PSl-70 D/ L2.5
PSI OP!;:RATING PRE:SSURt. SPE:Clj:YWITI-I
I-IUNT!;:R SJ SWING JOINT.
ARI.A TO RE;:CtlVE: ORI PUN!;
I-IUNTE;:R HDL-06-1&-CV
HOL-06-18-CV: I-IUNTtR DRIPUN!;: W/ 0.6 GPH
:~i!~Rii~~~ °w~T~~~~~ i:~l~~Ng~~~IPLINE B/L2•
5 LATERALS SPA Cm AT 18" APART, WITI-I EMITTERS
oi:i:sET i:oR TRIANGULAR PATHRN. INSTALL
WITH HUNTE;:R PLO BARBrn OR PLO.LOC
j:lfTtNGS.
MANUi:ACTURER/MODEL{O!;.SCRIPTION Qill!h
HUNTER ICV-G
llN. PLASTIC tLECTRIC REMOTE CONTROL D/L2.A
VALVES, GLOBE CONi:IGURA TION, WITI-I NPT
THREADED INLET /OUTLET,
NIBCOT-113
CLASS 125 BRONZE GA Tt SHUT oi:i: VAL VE WITI-I C/L2.A
WHt!;:L I-IANDLE. SAME SIZE AS MAINLINE PIPt
DIAMETER AT VAL VE LOCATION.
NIBCOT-113
~L:Es:Ll!SA~~~~.~t!~ Ts~i~~: i~~N~t~:~1:TH N/ A
DIAMETER AT VAL VE LOCATION.
HUNTER ICV-G {MV} 1"
PLASTIC ELECTRIC MASTER VALVE. REF=ER TO N/A
RIVER GLEN APARTME:NTS LANDSCAPE: PLANS
FOR MORE INj:QRMATION.
BACKROW PREVENTER 3/A"
REDUCED PRtSSURE BACKROW PREVENTER. N/A
REi:ER TO CIVIL IMP. PLANS J:OR MORE
INj:QRMATlON.
HUNTER I2C-3200-M/ICC-PEO
32 STATION OUTDOOR MODULAR CONTROLLER. N/ A
Rti:ER TO l'.IIVER GLEN APARTME:NTS
LANDSCAPE PLANS i:oR MORE INi:oRMATION.
HUNTERRF=C
RAIN AND FREEZE SENSOR. REFER TO RIVER N/A
GLEN APARTMENTS LANDSCAPE PLANS i:OR
MO Rt INi=ORMA TION.
CRtA TIVE SENSOR TECl-lNOLOGV i=SI-TI0-001
llN. PVC TEE TYPE ROW SENSOR W/SOCKET N/ A
mos. Rti=E:R TO AIVtR GLtN APARTMENTS
LANDSCAPE PLANS j:QR MORE INj:QAMA TION.
~~~!~it~~~~~.T~~~tR TO CIVIL IMP. PLANS N/A
i:oR MORE INj:ORMA TION.
IRRIGATION LATERAL LINE, PVC CLASS 200SDR
21 A/ L2.4
SOL VENT WELD j:ITTING AT 18" DEPTH. SIZE AS
NOTED.
1RRIGA TION MAINLINE: PVC SCl-ltOULE: AO
- - - - J:OR SIZtS Z' OR SMALLER. PVC CLASS 315 !=OR A/ L2.A SIZES 2-1/2" OR ABOVE. SOLVENT Wt LO i:ITTINGS
AT 24" OEPTI-I. SIZE AS NOTED.
PIPE SLEEVE, PVC SCI-IEDULE AO
======== SIZE TO 8E2X TI-IETOTALOi:PIPE DIAMETER.
INSTALL UNDER ALL NEW PAVING AND EXTEND
12" BEYOND I-IAROSCAPt rnGtS.
S~E SHEET L2.O eOR
IRRIGATION NOTES 1'
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KEITI-I P. WILSON. ASLA. CRLA 4728
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I-IUNTtA RZWS-18-CV
18IN. LONG RZWS WITI-I INSTALLtD .25 GPM OR
.50 GPM BUBBLER OPTIONS, CI-IECK VAL VE;,
1/2IN. SWING JOINT r:◊R CONNECTION TO l/2IN.
PIPE
MANUJ:ACTURtR/MODEL/DESCRIPTION
I-IUNTER ICZ-101-25
DETAIL
E/L2.4
Q§fil
~~l-l~~~~~?~g~TtE~l~y~~E~\~~~:UER~ALVE l=/L2.4
REGULATION: 25PSI. !=LOW RANGE: 2 GPM TO
20GPM. 150 MESH STAINLIC:SS STEEL SCRH::N.
HUNTER AFV-B
~ 1/2IN. AUTOMATIC RUSI-I VALVE WITl-l 3/4IN. C/L2.5
BARB CONNECTION. REMOVABLE TOP FOR
®
I SYMBOL
s
..
..
(2-
®
iZl
~
®
'i/F
DIAPHRAGM MAINTENANCE.
HUNTER ECO-I D
ECO.ID: 1/2IN, FPT CONNECTION WITH 12 PSl-70 D/L2.5
PSI OPERATING PRESSURE. SPECIFY WITH
HUNT!;.R SJ SWING JOINT.
AR!;.A TO REC!;.IVE DRIPLINE
HUNT!;.R HDL-06-18-CV
HDL-06-18-CV: HUNTER DRIPLINE W/ 0.6 GPH
~~g~~R~i:i~~ ~~Ti~~~~ ~¢~1~~N~~~~IPLINE B/L
2 •
5 LATERALS SPACED AT 18" APART. WITI-I EMITTERS
OFFSET FOR TRIANGULAR PATTERN. INSTALL
WITI-I HUNTER PLD BARBED OA PLD-LOC
FITTINGS.
MANUFACTURER/MODEL/DESCRIPTION ~
HUNTER ICV-G
11N. PLASTIC ELECTRIC REMOTE CONTROL O/L2.4
VAL vi;.s, GLOB!;. CONFIGUAA TION. WITI-I NPT
TI-IAEADED INLET/OUTLET.
NIBCOT-113
CLASS 125 BRONZE GATE SHUT OFF VALVE W ITI-I C/L2.4
WI-IEEL HANDLE. SAME SIZE AS MAINLINE PIPE
DIAMETER AT VAL VE LOCATION.
NIBCOT-113
CLASS 125 BRONZE GA TE SI-IUT OFF VAL VE WITI-I N/ A
WI-IE!;.L I-IANOL!;.. SAME SIZE AS MAINLINE PIPE
DIAMETtR AT VALVE LOCATION.
I-IUNTER ICV-G (MV) l"
PLASTIC ELECTRIC MASTER VALVE. REFER TO N/A
RIVER GLEN APARTMENTS LANDSCAPE PLANS
FDA MORE INFOAMA TION.
BACKFLOW PREVENTER 3/4"
RtDUCED PRESSURE BACKFLOW PREVENTER. N/A
REFER TO CIVIL IMP. PLANS FOR MOR!;.
INFORMATION.
I-IUNTER I2C-3200-M/ICC-PED
32 ST A TION OUTDOOR MODULAR CONTROLLER N/ A
REFER TO RIVER GLEN APARTMENTS
LANDSCAPE PLANS FOR MORE INFORMATION.
HUNTER RFC
RAIN AND FREEZE SENSOR. REFER TO RIVER N/A
GLEN APARTMi;.NTS LANDSCAPE PLANS FOR
MORE INFORMATION
CREATIVE SENSOR TECI-INOLOGY FSI-TI0-001
11N. PVC TEE TYPE FLOW SENSOR W/SOCKET N/A
ENDS. REFER TO RIVER GLEN APAIHMENTS
LANDSCAPE PLANS FOR MORE INFORMATION.
POINT OF CONNECTION N/A 3/4" WATER METER. REFER TO CIVIL IMP. PLANS FOR MORE INFORMATION.
IRRIGATION LATERAL LINE, PVC CLASS 200 SOR
21 A/L2.4
SOL VENT WELD FITTING AT 18" DEPTH. SIZE AS
NOTED.
IRRIGATION MAINLINE: PVC SCHEDULE 40
- - - - FOR SIZES 2" OR SMALLER. PVC CLASS 315 FOR A/l2.4 SIZES 2-1/2" OR ABOVE.. SOL VENT WELD FITTINGS
AT 24" DE.PTI-I. SIZE AS NOTED.
PIPE SLEE.VE.: PVC SCHEDULE 40
= = == = = = = SIZE TO BE 2X Tl-IE TOTAL OF PIPE DIAMETER.
INSTALL UNDE.R All NEW PAVING AND EXTE.ND
12" BEYOND I-IARDSCAPE E.DGES
Stt SHttT L2.O FOR
IRRIGATION NOTtS 1'
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CITY 01= LNINGSTON
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13102126
0 PROJECT INFORMATION
VALVEGPM,
~AIN/LOSS,
STATICPQESSUi:H;(PSI)
EQUIP-""Nl/PIPING
BACl<FLOW PQ~ENTOl:I
MASIDVAL~(o,G,UEV1t.LV')
FLOWSENSOl:I
SCH. _.0 PVC MAIN LINE
IIUIVALVE
MVFl.TEQ
,,.
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CLASS200PVCl.ATEAAL~E c:::I!i __ ELEVATION PQES5UIIE LOSS@I OA3 PSI/FOOT OF I-IE.AD 15"- Pll'ESSUQE LOSS TO ACCOtJNT FOQ FITT1NG5/TUIINS
FLOW
IG'MJ
ru!
~
15.0 M
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.ill
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~ SSURE LOSS CALCULATION
PIii.Wi~,
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WATER Ef'f'ICIENT LANDSCAPE ORDINANCE COMPLIANCE
I I-IAV!;. COMPLlrn WITH Tl-IE CAIT!;.RIA OF Tl-It ORDINANC!;. AND APPLlrn Tl-ltM J:"OR Tl-I!;. !;.i:FICIENT USE Qi: WAT£R IN THE IRRIGATION 0!;.SIGN PLAN.
K£ITI-I
~~ P. WILSON. ASLA CRLA 4728
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--- = I=;r~~t!;~~~~,-::::1F•Ul•Q•SU)] "'-"' •,TAF 1$0.55 FOi! Q£SCrnTIAL APPUCATIONS AND0 ... 5 K>Q COMMEQOAL APPLICATIONS. •TQEE Al:IEA IS CALCVLAT,D av TME AQEA COVEl:IED av l:IOOT llALL Rl:IGATION (2!SF EA.) O"OTV
~
um
I..m
® WATER EFFIClrnT LANDSCAPE WORKS~ EET
NOTE,
BE;CAUSE SIGNIFICANT MASS GRADING OF Tl-I E PROJECT SITE IS PLANNtD, A SOIL ANALYSIS WILL 81; ADMINISTERtD AFTER MASS GRADING I-IAS 8£tN COMPLHtD AND B£FOR£ SOIL PR£PARATION OF PLANTING AR£AS I-IAS BEGUN. INl=ORMATION PROVIDtD BY TH£ SOIL ANALYSIS WILL
D£T£RMINE ANY N£C£SSARY ADJUSTM£NTS TO BAS£ BID SOIL
AM£NOM!;NTS CURR£NTLY PROVIDED IN SP!;CIFICA TION BOOKLET FORM.
A COPY OF TH£ SOIL ANALYSIS WILL Bl; SUBMITTED AS PART 01= THE LANDSCAPE CERTIFICAT£ oi: COMPLrnON R£QUIR£D l=OR P£RMIT ACCEPTANC£ AND SIGNOFF AND WILL INCLUDE. AT A MINIMUM, Tl-IE l=OLLOWING INl=ORMA TION,
1. SOIL TEXTURE
2. INFILHlATION llATE
3. PI-I
4. TOTAL SOLUBL!; SALTS
5. SODIUM
6. PERCENT ORGANIC MATTER
7. R£COMM£NDATIONS
~ MANAGEMENT REPORT
I '1WU•MAW..t. j
NOTE,
BECAUS!; PROPER SCHEDULING OF IRRIGATION RUN TIMES
RELl!;S ON SOIL T£XTURE AND INF1LTRA TION RA TE INFORM.A TION, COMPRtl-lENSIVE IRRIGATION SCl-l£DUL!;.S WILL BE COMPLtTED AFTER THt SOIL ANALYSIS I-IAS BEEN ADMINIST!;.REO. THE; COMPL!;T£0 IRRIGATION SCHtOULtS WILL BE SUBMITT£0 AS
PART OF THE LANDSCAP£ C£RTIFICAT£ OF COMPL£TION AS
REQUIRtO l=OR P£RMIT ACCEPTANCE AND SIGN Ol=F.
~ATION SCHEDULING
PIJHSll,W[IIO)ICOIOIJCMJ.YIIPPll(Ml)lll'MaTT
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-
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KEYNOTES
1. IRRIGATION LAT!e:RAL
2. WIRING, TAPE AND BUNDLE WIRING AT 10'-0" INT!cRVALS. COMMON TRENCHING OF IRRIGATION PIPE AND J:IEMOTI:: CONTROL VALVE WIRING TO BE DONli WHEREVER POSSIBLE (INST ALL TRAC!c WIRE ALONG ALL MAIN LINE PIPE Tl-IA T DOES NOT HAVE CONTROL WIRES ADJAC!cNT TO PIPE.
3. MAIN LINt, All MAIN LINE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIJ:"1CATIONS. MAINTAIN 4" SPACE BtTWEE.N PARALLEL Pl Pt LINES ANO 6" VEIHICAL SPACI. BETWl::EN MAIN LINE AND LATERAL LINlcS. WIRING AND MAIN LINE TO BE AT SAM!; MINIMUM DEPTI-I OF 24".
4. ALL PVC PIPE TO BE CENTERED IN TRENCl-llcS OR SNAKrn AS NECESSARY TO ACCOMMODATE UNTRUE ALIGNM!;NT.
5. BACKFILL SEE SPECS.
6. All PIPING UNOtf~ PAVING SHALL BE SLEEVloO.
~ CHI NGDi:::TAIL
KEYNOTlcS
't7i'NisHED GAADE (1/2" IN si;:rn, 1· IN SOD. 3-1/2" IN PLANTE.A BtOS) BELOW LID.
2. RAINBIAO VB-STD (21.8"X16.61 PLASTIC VAL VE BOX WITH BOLT DOWN LID (OA lcQUAL). HtA T BRAND RCV ANO VAL VE NUMBER ON COVlcR. SEE IRRIGATION PLANS ANO LEG!cND F=OR LOCATIONS ANO VAL Vic NUMBlcRS}.
3. AlcMOTE CONTROL VALVE (SlcE. IARIGATION LEG!cNO) W/
POL YURlcTHANE 10 TAG A TT ACHED TO THE VAL VE CONTROL WIRE BY T.
CHRISTY ENTERPRIStS (OR lcOUAL). si;:i;: IAAIGA TION PLANS AND LlcGEND J:QA LOCATIONS AND VALV!;. NUMEEAS).
4. UL USTtO WATERPROOF CONNECTOAS, TYP.
5. LO.Vt 24" EXCESS WIRE IN EACH VALVE BOX. WRAP AROUND 1/2" PIP!c TO CREA TE COILS.
6. SCH. 80 PVC NIPPLE W/FlcMALE ADAPTERS.
7. SCH. 80 PVC UNION, BOTH SIDES OF VAL VE ASS EMBLY,
8. LINE SIZE PLASTIC BALL VAL Vt UPSTREAM OF REMOT!c CONTROL VALVE.
9. PVC LATERAL TO ZONt DISTRIBUTION (SlcE IRRIGATION PLANS).
10. SCH. 80 PVC 45• ELL
11. SCH. 80 PVC NIPPL!c EXTlcNSION TO MAINLINE.
12. 6" MIN. OEPTI-I OF 3/4" DIA. CRUSHED DRAIN ROCK.
13. STANDARD RED BRICK {TYP. OF 4).
14. CONTROL WIA!c FROM CONTAOLLlcR.
15. COMMON WIRlcS.
16. PVC MAINLINE & FITTINGS.
NOT!cS
A.INSTALL ALL WIRES PER LOCAL CODE.
B. INSTALL 12" MAX. FROM PAVING, MOWS TAI PS OR H!;ADtRS. ~OTE CONTROL VAL VE
w w KEYNOTES
l. OUICK COUPLING VALVE IN ROUND VALVE BOX.
2. CANTi;:AVALVt BOXOVtA AtMOTECONTROL VALVE TO FACILITATE.
SEAVICING VAL Vt.
3. tOGE. OF PLANTtA.
Non:.:s
~T AE.MOT!;. CONTAOL VAL VE ASSE.MBL V IN GAOUND COV!;,A / SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GAOUND COVtR DOES NOT !;.XIST ADJACENT TO LAWN.
8. SET BOXtS PAAALLEL TO !;.ACH OTHEA AND P!;.RPENDICULAR TO EDGE.
C. AVOID HEAVILY COMPACTING SOIL AAOUND VAL VE BOXES TO PAE.VENT COLLAPSE AND DE.FOAMA TION OF VAL Vt BOX SIDES.
D. HE.AT E.MBOSS LIDS SHALL BE MAAKED AS SUCH (E.G .. IAAIGA TION VALVE •, 0C. GV, !;,TC.).
E. lVALVEPERBOX. ® VAL VE BOX LAYOUT
KEYNOTtS
t----;"m, AtFER TO TA!clc PLANTING D!;.TAIL
2. FINISI-I GRADE, REFlcR TO TA!;E PLANTING on All.
3. QOOT BALL REFEQ TO TQ!;E PLANTING DETAIL
4. ROOT WAT!;QING SYSTEM (SEE IQQIGATION LtGEND)
5. LA TEQAL Pt PE WITI-I SWING JOINT A TTACI-IME.NT.
6. PEA GQAVEL (6" DElcP) BELOW QOOT WATlcAINGSYSTEM SLElcVlc, TYP.
7. SET FLUSI-I WITI-I GRAD!;.. ® ~~;":"ROOT ZON EWATERINGSYSTEM •~-,
KEYNOTES
1. FINISHtO GRAD!;. (1/2" IN SEED, 1• IN SOD. 3-1/2" IN PLANTER BtOS) BELOW UO.
2. CAASON 910 PLASTIC VALVE BOX WITH BOLT DOWN UD(OR EQ.). HEAT"B0"'1[r--------- GV ON COVER.
3. GATE VALVE {SEE IRA!GATION LEGEND).
4. MET AL FLANGE TO MATCH VAL VE MA TlcAIAL (2-1/2" AND LA AGE A).
5. SCH. 80 PVC NIPPLE.
6. PVC UNION.
7. FlcMALlc ADAPTlcA
1'1.N,1$KONEIIUNcacm:Jlroll..i.YAf'PIICMl>IJ'l'Marr
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11£!1£ PRC1'MCD IJ'I' OllO$ IIJ ~ flJ' nt: ::g,or MIIEXMISOl'll[SS(D TICC"'-Wi#IIE.
8. MAIN LINE.
9. 6" MIN. DlcPTH OF 3/4" DIA. CRUSHtO DRAIN ROCK.
10. STANDARD RED BAICK (2 PLAC!;.S).
I SlMCTIOCOll'\WIC['MlllfHCIAYrnlf'OlS
M:DUIIOIChTS RI! COISTRUC1ION ACTMlll
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==WORll'IIIHIITHC'.SCPl.#151.NDllDI
fM.l'tNISSHlt.l.8CSU'llmDRIIII.WWNG~
NOTES IJl'THCa1'f'El«HDll'IIClll10MflW.IIISPtCIDIRII
A.INST ALL 12" MAX. FAOM PAVING, MOWSTAIPS OR HE.ADE.RS. Tit: ES: ti GA TE VAL VE "' J.,~ """ Jp,S/u C ..,.,,.,,v~,~ l>,l>ll.flllS..36 KlcYNOTlcS
~ HED GQADE (1/2" IN SEED, 1" IN SOD,3-1/2" IN PLANTEQ BtDS) BlcLOW LIO.
2. JUMBO PLASTIC VAL VE BOX (26.3"X19.8") WITH BOLT DOWN LID {OR EQUAL).
HlcAT BRAND RCV AND VAL Vt NUMBER ON COVER. SE:lc IRRIGATION PLANS AND LEGE.NO FOR LOCATIONS AND VALVE NUMBERS.CONTRACTOR TO ENSURE Tl-IA T RE MOT!; CONTROL VAL VE, BALL VAL Vic, AND Tl-!AlcADtD UNIONS AAE CONT AINi;:D WITHIN JUMBO VAL VE BOX.
3. REMO Tic CONTAOL VAL VE (Slclc IARIGATION LlcGEND) W/ POL YUQETHAN!c ID TAG A TT ACHED TO Tl-lie VAL VE CONTROL WIAE BY T. CHAISTY ENTERPAISES (OR EQUAL). SEE IAAIGA TION PLANS AND LEG!cND FOR LOCATIONS AND VALV!c NUMBERS).
4. UL LISTED WAT!;RPROOF CONNlcCTORS, TYP.
5. 1.0. TAG.
6. LEAV!c 24" EXCESS WIRE IN lcACH VALV!c BOX. WRAP AROUND 1/'Z' PIP!c TO CREAT!cCO!LS.
7, SCI-I. 80 PVC NIPPLE W/FEMAL!c ADAPTlcRS.
8. FILTlcA
9. PRESSURE REGULATOR IF REQUIRED{Slclc IRRIGATION PLANS).
10. SCH.80PVCUNION, BOTH SIDESOFVALV!;ASStMBLY.
11. PVC BALL VALVE UPSTAlcAM OF REMOTE. CONTROL VAL Vt OR PLAC!c ON MANIFOLD AS PEA IRAIGA TION PLANS_
12. PVC LATtRAL TO ZONE DISTRIBUTION (SEE IRRIGATION PLANS).
13. SCl-l.80PVC4S• icLL.
14, SCH. 80 PVC NIPPLE EXTENSION TO MAINUN!;.
15. 6" MIN. DEPTI-I OF 3/4" DIA. CRUSI-IW DRAIN ROCK.
16. STANDARD AtO BRICK (TYP. OF 4).
17. CONTROL WIRE FROM CONTAOLLEA
18. COMMON WIR!cS.
19. PVC MAINLINE & FITTINGS.
0 ~,~'!.REMOTE CONTROL VAL VE WITH ~I,:_~
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KEYNOTlcS
1. IN•LINE DRIP TUBING (Sl::E IRRIGATION Ll::GE.NO).
2. DRIP TUBING TEt FITTING{17MM BARB X BARB).
3. 3" LA YER OF BARK MULCH OVER DRIPLI NE.
4. l=INISl-lrn GRADE IN PLANTER erns 3-1/2" BELOW ADJACl::NT l,,IARDSCAP!c, TYP.
5. BLANK DRIP TUBING.
6. NPT TO 3/4" PIPE ADAPTER (3/4" MPT X 17MM BARB).
7. 3/4" FPTTEE.
6. PVC LA TlcRAL SUPPLY.
9. SUBGRADE.
NOTtS
~E IRRIGATION LEGEND FOR IN-LINE DRIP TUB/NG SPACING.
8. STAKE TUBING DOWN lcV!cRY 5' AND WIHUN 1' OF ALL l=ITTINGOUTLETS.
C. US!c BLANK IN-LINE DRIP TUBING FOR LATERAL ANO NON-PVC LAYOUT CONNECTIONS.
0 1~:,:~,i::: DRIP ABOVE'.: GRADE'.: STAR0~:?NNE'.:CTION KEYNOTtS
1. CARSON 910 PLASTIC VAL VE BOX WITl-1 BOLT DOWN LID {OR 1:.QUAL).
2. FINISH GRADE (1/2" IN SErn.1· IN SOD, 3-1/2" IN PLANTER arnSJ BELOW LIO.
3. LINE RUSH VALVE.(SEE IRRIGATION LEGtNDJ
4. 6" MIN. DtPTH oi: 3/4" DIA. CRUSHtD DRAIN ROCK.
5. STANDARD RtD BRICK (TYP. OJ: 2).
6. 6" TO 8" DIAMETtR POST HOLE. 24" DEEP MINIMUM.
© RUSH VALVE'.:
~•
® HDL DRIPLINE'.: - PLANT GROUPINGS
KEYNOTtS
lPQPUP INDICATOR
2. J:INISH GARDE
3. DRIPTUBING
4. 1/2" NPT CONNECTION
NOTES
""""i:°INST ALL AT J:ARTHEST POINT J:RQM VAL VE. ® !:'.:CO-INDICATOR
KEYNOTES
1. HDL TUBING. SIZING PER PLAN.
2. REMOTE CONTROL VAL VE PER PLAN.
3. PVC OR APPROVED EQUAL SUPPLY HEADER WITI--I
J:ITTINGS
4. INSERT / COMPRESSION J:ITTING QA AISEA ASSEMBLY PER
PLAN.
5. OPERATION INDICATOA PEA PLAN.
6. RUSH VALVEINVALVEBOXPERPLAN
7. HDLDRIPTUBINGCAP.
8. LANDSCAPE PLANTING EDGE OR EDGE OJ: PAVEMENT.
SEE PLAN.
9. SHRUB/ GROUNDCOVER PLANTING PEA PLAN.
NOTES
A7N°ST ALLA TION TO BE COMPLETED IN ACCORDANCE
WITH MANUJ:ACTURER'S SPECJJ:ICATIONS.
B. INSTALL HDL DRIP TUBING AAOUND PERIMETER OJ:
PLANTS IN THEIR PLANTING GROUPS. APPLY AT LEAST
(3) EMITTERS PER PLANT.
C. OPERATION INDICATOR TO BE INSTALLED AT OPTIMAL
J:URTHEST POINT J:ROM REMOTE CONTROL VALVE IN
CLEAA VIEW WHEN POPPED UP.
D. RUSH POINT TO BE INSTALLED AT OPTIMAL J:URTHEST
POINT J:ROM REMOTE CONTROL VAL VE TO ALLOW
J:OR MAXIMUM DEBRIS RUSH 1N SYSTEM.
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220 of 534
SECTION 312300 EXCAVATION AN D FILL
PART J. GENtRAL
1.01 SUMMAAY
A. FURNISH ALL LABOR, MATERIALS, E:QUIPMENT, FACILITll:S, TRANSPORTATION AND SERVICES TO COMPLETE ALL LANDSCAPE AND IRRIGATION SYSTtM EXCAVATION, TA!;;NCHING, BACKFILLING, COMPACTION, AND AtLATtD WORK AS SHOWN ON THE LANDSCAPE DRAWINGS AND/OR SPEC1m:o HEREIN.
B. SCOPJ;; 01= WORK: THE GENERAL EXTtNT OF ALL TRENCHING, BACKl=ILLING,AND COMPACTION IS SHOWN ON THt LANDSCAP!;; DRAWINGS AND MAY INCLUDE:. BUT IS NOT NECESSAAIL y LIMITrn TOTHt rnLLOWING,
1. IRRIGATION SYSTtM INSTALLATION.
2. CONDUIT INSTALLATION.
3. nm;: ROOT BARRIER INSTALLATION.
C. At LA TtD SECTIONS CAN INCLUDE, BUT MAY NOT BE LIMITtD TO,
1. SECTION 328400 - PLANTING IAAIGA TION
2. SECTION 329000 - PLANTING
D. THE AtQUIAEMENTS OF THE GENERAL CONDITIONS. SUPPLEME;.NTAL CONDITIONS AND DIVISION 1, GENERAL REQUIREMENTS, APPLY TO TI-IIS WORK.
1.02 REFERENCES AND REGULATORY Rl:QUIRl:MENTS
A. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPKIFICATIONS. LATEST EDITION.
1.03 SUBMITTALS
A. PROJECT RECORD DRAWINGS:
1. ACCURATELY RECORD LOCATIONS OF UTILITll:S Rl:MAINING, RE-ROUTED UTILITIES, NEW UTILITIES, AND NEWLY DISCOVERED UTILITIES BY HORIZONTAL DIMENSIONS. ELEVATIONS, INVERTS, AND SLOPE GRADll,;.NTS AS PRACTICAL.
1.04 QUALITY ASSURANCE
A. CONTROL OF WORK: COMPLY WITH StCTION 5 OF THE STANDARD SPECIFICATIONS.
B. CONTROL OF MATtRIALS: COMPLY WITH SECTION 6 m: THE STANDARD SPtCIFICATIONS.
C. TRENCH SAFETY: COMPLY WITH APPLICABLE PORTIONS OF SECTIONS 5 AND 7 OF THt STANDARD SPtCIFICAT!ONS AND REQUIRE.ME;.NTS OF OTHtR AGtNCIES HAVING JURISDICTION (OSHA. ETC.).
D. All WORK IS TO BE PERFORMED BY A SINGLE LICENSED CA CONTRACTOR SPECIALIZING IN TI-IIS TYPt OF WORK.
1.05 StQUENCING AND SCHEDULING
A. REFER TO ALL OTHER CONTRACT DOCUMENTS, DETl:RMINE THE tXTtNT AND Cl-lARACTtR OF RELATED WORK.
AND PROPERLY COORDINATE WORK SPtCIFltD 1-lERtlN WITH TI-IAT DESCRIBED ELSEWl-ll:Rt TO PRODUCE A COMPLtTt. OPERATIONAL INSTALLATION
PART 2 - PRODUCTS
2.01 MATERIALS
A. PROVIDE MA TtRIALS AS DtSCRIBED BROW FRtE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VE GET A TIVt MA TTEA, AtFUSt, SOFT UNSOUND PAATICLtS, OR OTl-ltA DtltTtAIOUS AND OBJECTIONABLE MATERIALS.
B. SELE.CT BACKFILL: SELECT BACKFILL MATERIAL SHALL Bt SAND CONFORMING TO SECTION 19-3.025B OF Tl-IE STANDARD SPECl!=ICATIONS
C. NA Tl Vt BACKFILL, NA Tl Vt BACKFILL SI-IALL Bt ACCtPT AB Lt SOIL MATERIAL EX CAVA TED FROM Tl-It PAOJtCT SITE. TI-IIS MATi::RlAL Will BE CONSIDERED UNCLASS!F!ED AND NO TtSTING OTHtA THAN FOR COMPACTION WILL BE REQUIRED. ADDITIONAL MATERIAL REQUIRED FOR BACKFILL SI-IALL Bt ACCtPT AB Lt TO THt OWNER'S RtPAtStNT A TIVE.
D. PtRMEABlt MATtRIAL: PtRMtABlt MATtRIAL SHALL BE CLASS 2 PtRMtABLt MATtRIAL CONFORMING TO THE STANDARD SPECIFICATIONS.
E. AGGREGATt BAS!:: AGGREGATE BASE SHALL Bt CLASS 2, 3/4" MAXIMUM MATtRIAL CONFORMING TO THE ST ANDAAD SPECIFICATIONS.
PART 3 • tXtCUTION
3.01 PREPARATION
A. GENtRAL:
1. PRIOR TO TRtNCHING, Tl-IE CONTRACTOR SHALL POTl-lOLt tXISTING UTILITIES AT LOCATIONS INDICATED OR IMPLltD ON Tl-IE PLANS, WHi::RE NtW PIPING OR UTILITIE.S WILL CROSS tXISTING UTILIT!ES OF UNCERTAIN DEPTH TO DETERMINE Tl-IE ELEVATION OF THE UTILITY IN QUtSTION AND ENSURE THAT THE NEW LINE WILL CLEAR THE POTENTIAL OBSTRUCTION.
2 THE CONTRACTOR SHALL MARK OUT ALL CONSTRUCTION AREAS IN WI-IITt, NON-PtAMANENT PAINT AND CONT ACT UNDERGROUND SERVICE ALERT (USA} {800-227-2600) TO LOCATE ALL KNOWN UTILITIES A MINIMUM 48 WORKING HOURS PRIOR TO ANY EXCAVATION.
3 SHOULD AN EXISTING CROSSING UTILITY PREStNT AN OBSTRUCTION, Tl-IE INCOMING PAOPOStD LINt SI-IALL BE ADJUSTED AS ACCtPTABLE TO Tl-It OWNER'S AtPAESENTATIVE TO CltAA Tl-IE EXISTING UTILITY.
3.02 TRENCH EXCAVATION
A. GENERAL:
1. EXCAVATION SHALL INCLUDE REMOVAL OF ALL WAT!;A AND MA TtAIALS Tl-IA T INTERFERE W1Tl-l CONSTRUCTION. R!;MOV!; ANY WAT!;R WHICH MAY BE ENCOUNTERED IN THI: TRENCl-l BY PUMPING OR OTHER Mi::THODS PRIOR TO PIPE LAYING, BEDDING AND BACKFILL OPERATIONS. TRENCHES SHALL BE SUFFICIENTLY DAY TO PERMIT PROPER JOINTING AND COMPACTION.
2. lT SHALL Bt THt CONTRACTOR'S RE;SPONSIBILITY TO DIRtCT VEI-IICULAR ANO PtDE;STRIAN TRAF!=IC SAJ:El Y TI-IROUGl-l OR AROUND Tl-IE WORK AREA AT All TIMES.
3. THE CONTRACTOR SI-IALL RELOCATE, RlcPLACE, RECONSTRUCT OR RtPAIR. TO AN "AS-WAS" OR B!:TT!:R CONDITION, ALL SURl=ACE OR SUBSURJ:ACE IMPROVtMl:NTS WHICH ARE IN THE LINE OF CONSTRUCTION OR WHICH MAY BE DAMAGED. REMOVED, DISRUPTED OR OTl-llcRW!S!: DISTURBtD BY Tl-It CONSTRUCTION ACTIVITltS. EXClcPT AS SPEC!J:ltD IN OTHtR StCTIONS OR SHOWN IN THE DRAWINGS, THIS PROVISION APPLIES TO ALL SURJ:ACE IMPROVEMENTS OF Wl-lATlcVER NATURE SUCH AS WALLS, J:ENCES, ABOVEGRADE UTILITIES, LANDSCAPING, PAVING. STRUCTURES, OR OTHER PHYSICAL FtATURES WHETHER SHOWN IN THE DRAWINGS OR NOT AND TO ALL SUBSURFACE IMPROVEMtNTS SUCl-l AS UTILITIES WHICH MAY BE INDICATED IN THt DRAWINGS OR MARKED IN THt FltLD. THE CONTRACTOR SHALL CONNtCT SUCl-j UTILITltS TO tXISTING SYSTtMS AND LEA Vt ALL IN A WORKABLE AND OP;::RATING CONDITION. THt COST
OF THIS WORK SI-IALL BE CONSIDERED AS INCLUDED IN OTHER ITEMS OF WORK AND NO ADDITIONAL COMPtNSATION WILL BE ALLOWED.
4. THE MAXIMUM ALLOWABL!c TRENCl-l WIDTH AT Tl-It TOP OF PIPE SHALL BE EIGHTEEN INCHES (18") GR!:ATER THAN THt PIPE DIAMtltR.
B. WALKWAY AREAS: BACKJ:ILL FOR TRtNCHESOROTHEAEXCAVAT!ONS WITI-I IN WALKWAY AREAS SHALL BE COMPACTtD IN SIX INCH (6") MAXIMUM LAYERS, UNLlcSS OTI-IERWISE NOTtD, WITH HAND-HELD TAMPERS TO ASSURE ADEQUATE SUBGRADE SUPPORT.
C. COMPACTED J:lll AR!:AS: WHERt TRENCHES MUST BE EXCAVATtD IN COMPACTtD FILL. TI-IESE TRENCI-IES SHALL BE BACKFILLED WITH THE FILL MATERIALS EXCAVATED AND RE-COMPACTED IN Tl-IE LA Yi::RS ANO TO THE DENSITY SPECIFIED J:OR THE PARTICULAR AREA.
D. OPtN TRtNCl-l:
1. NO TRi:::NCl-l SI-IALL Bt Lt FT IN AN OPtN UN-PROTtCTEO CONDITION AT Tl-jE END OJ: THE DAY. AT THt END oi: Tl-IE DAY ANY OPtN TRENCH SI-IALL Bl;_ PROTECTrn IN A MANNtR ACClcPTABLE TO Tl-It OWN!;,R'S REPRtStNTATIVE.
2. PROVISIONS !=OR TRENCH CROSSINGS ANO ACC!;SS SHALL BE MADE AT ALL STREET CROSSINGS, DRIVEWAYS, WATER GATE VALVlcS, ANO J:IR!;, 1-lYORANTS UNLESS OTl-ltAWIS!;, ACCEPTABLE; TO THt OWNER'S REPR!;,SENTATIVE.
t. tXCAVATEDMATERIAL:
1. All EX CAVA TED MA TE:R!AL NOT REQUIRED J:OA BACKFILL OR OF VALUE TO THE OWNER SHALL BE REMOVED AND LEGALLY DlSPOStD OF BY THE CONTRACTOR AT NO ADDITIONAL COST.
2. MATERIAL !;,XCAVATEO IN STREETS AND ROADWAYS SHALL Bl;_ LAID ALONGSID!;, TH!;, TRENCH NO CLOSER THAN TWO FEET {2') FROM THt TR!;,NCH EDGE AND KEPT TRIMMED TO MINIMIZE INCONVENIENCE TO PUBLIC TRAJ:J:IC.
3. PROVISIONS SHALL Bl;_ MADE WHEREBY All STORM AND WASTE WATtR CAN J:LOW UNINTlcRRUPTED IN GUTTtRS OR DRAINAGE CI-IANNELS TO DRAINAGE STRUCTURES.
4. EXCAVATED MA TERI AL SI-IALL NOT BE STORED ON EXISTING LANDSCAPING OR PAVING WITHOUT PROVISIONS BEING MADE TO PROTECT Tl-I!;, SURJ:AC!;, BtLOW FROM BEING STAINED OR OTHERWIS!;, ADVERSELY AJ:!=ECTtD.
3.03 PIP!; Brn □ ING
A. STABILIZATION 0 1= TRENCH BOTTOM: Wl-l!;,N Tl-IE TR!;,NCH BOTTOM IS UNSTABLE DUE TO WET OR SPONGY !=OUNDA TION. TRENCH BOTTOM Sl-lALL B£ DE-WA TE Arn AS NtCESSARY. THE OWNER'S RtPRES!;,NT A TIVE SHALL O!;,TERMIN!;, TH!;, SUITABILITY OJ: THI: TRENCH BOTTOM AND THI;_ AMOUNT OF SAND, GRAVEL OR CRUSHrn ROCK Ni:;rnrn TO STABILIZE THE SOFT J:OUNDATION.
3.04 TRENCH BACKFILL AND COMPACTION
A. GENERAL:
1. CONSTRUCTION BACKFILL IN TWO OPERATIONS (INITIAL AND FINAL).
2. DO NOT BACKFILL WHERE Tl-IE !=OUNDATION MA T!;,RIAL IN TR!;NCH IS ALREADY SATUAATtD. tXCEPT AS ACCtPTABL!; TO THE OWNtR'S R£PR!;,SENTATIV£. PROVIDt A MINIMUM COV!;R AS MAY B£ SP!;,CIJ:ltD.
3. WH!;,R!;_ S£TTLINGGR!;,ATER THAN THE TOLtRANCE ALLOWrn J:OR GRADING OCCURS IN TAENCl-ltS AND PITS DUE TO UN-STABL£ SUBGRADE MATERIAL, EXCAVATE TO THE DEPTH NECESSARY TO RECTIFY THE PROBLEM, Tl-ltN BACKJ:ILL AND COMPACT Tl-l!;, !;XCAVATION AS SPECIJ:IED 1-ltREIN AND RESTOR!;, THE SURFACE TO THE REQUIRED tltVATION
4. FOR UTILITl!;,S UNDER ROADS, STREETS, CONCRt Tt SLABS OR OTl-l!;,R ARtAS TO Bl;_ PAVtD, PLACE; FINAL BACKJ:ILL IN SIX INCH (6") MAXIMUM LOOSt LIJ:TS. COMPACT ALL BACKFILL SURROUNDING DUCTS.
CONDUITS, PIPtS AND OTl-ltR STRUCTURES, INCLUDING THE TOP TWELVE INCHES (12") OF SUBGRADE TO 95% OJ: ASTM 01557 MAXIMUM O!;,NSITY. BACKJ:ILL TO PERMIT THE ROLLING AND COMPACTING OJ: THE COMPL!;,T!;_D EXCAVATION WITl-l Tl-I!;, ADJOINING MAT!;,RIAL PROVIDING Tl-It SPtCIJ:ltD DtNSITY N!;C!;,SSARY TO tNABLE PAVING OF THE ARtA IMMtDIATELY AFTtR BACKl=ILLING HAS BtEN COMPLtTED.
B. INITlAL BACKJ:ILL:
I. PRIOR TO TRENCl-l BACKFILL, THE CONDITION OF THE TRl:NCH ANO LAYING OF PIPE SHALL BE ACCEPT ABLE TO THE OWNlcR'S R£PRtStNT ATIVt.
2. S!;,LtCT BACKJ:lll MAT!;,RIAL Sl-lALL BE USE: □ AS INITIAL BACKJ: ILL FOR ALL UTILITIES !;,XC£PT IRRIGATION PIPING, UNLtSS OTl-l!;RWISE NOTED. AFTER THE PIPE 1-lAS Btrn PROPtRLY LAID AND ACCEPTrn BY TH!; OWNER'S REPR£SENTATIV!;,, Stl !;,CT BACKJ:ILL MATERIAL SHALL Bt PLACED ON BOTH SIDtS OF THt PIPE AND COMPACTED TO THt D£PTl-l SHOWN IN THt DRAWINGS.
3. COMPACTION: THE INITIAL BACKFILL MA TlcRIAL Sl-lALL B£ 1-lAND T AMPrn IN LA Y£RS NOT tXC!;,EOING FOUR INCHES (4") IN NON COMPACTrn DEPTl-l AND SI-IALL Bl;_ BROUGHT UP UNIJ:ORML YON BOTH SIDES O J: THE PIPE TO AVOID BE;NDING OR DISTORTIONAL STRESS. AFTtR HANDT AMPING, Tl-It R!;,LATIVt COMPACTION OF Tl-lt INITIAL BACKl=ILL MATERIAL SHALL Bt 90% R£LA TIVE COMPACTION.
C. FINAL BACKFILL:
1. NA Tl VE BACKJ:ILL MAT£RIAL SHALL BE USED FOR FINAL BACKFILL, UNLESS OTHERWISE NOTrn.
2. COMPACTION: FINAL BACKJ:ILL COMPACTION SHALL BE BY MECHANICAL MEANS WITH BACKJ:ILL MA T!;,RIAL PLACrn IN LA YE:RS NOT EXCErnlNG t lGHT INCl-l!;S {8") IN LOOS!; DEPTH. !;ACi.l LA YtR SI-IALL Bl;_ Tl-lOROUGl-lLY COMPACTED BEFORE SUCCEEDING LAYERS ARE PLACED. THE USt OF MACHINE TAMPERS, EXCEPT MANUALLY H!;,LD TYP!;,S, Sl-lALL NOT BE; PERMITTED. FINAL BACKFILL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95%. IN PLANTING AREAS, PROVIDE ACCEPTABLE TOPSOIL TO REQUIRED DEPTH COMPACTtD TO 85% MAXIMUM R!;LATIVE COMPACTION.
D. J!;TTING, NO JtTT!NG SHALL BE ALLOWED.
3.05 TRENCH SURJ:ACING
A. GENERAL:
I. IN UN!MPROVtO AR!;,AS. THE TRENCH SURFACE SHALL Bt RtSTORED TO ITS ORIGINAL CONDITION. NO MOUNDS OJ: EARTH SHALL BE LEFT ALONG THE TAtNCH.
2. ALL BACKJ:ILL SHALL BE FLUSH WITl-l ADJOINING GRADE IN A J:IRM, UNYIELDING POSITION WITH NO VISIBLE SETTLING FOR A PERIOD OF ON!; Y£AR AFTtR FINAL ACCtPTANC!;,.
END OJ: SECTION
SECTION 328400 IRRIGATION SYSTEM
PART 1- GENERAL
l.OlSUMMAAY
A. J:URNISl-l ALL LABOR. MAHRIALS. EQUIPMENT, FACIL!TIES, TRANSPORTATION AND S!;,RVICtS TO COMPLETt Tl-lE IRRIGATION SYSTEM AND RELATED WORK AS SHOWN ON THt DRAWINGS AND SPECIFIED HEREIN.
B. SCOPE OF WORK: THE GENERAL !;,XT!;,NT OJ: TH!;, IRRIGATION SYST!;,M WORK IS SHOWN ON THE DRAWINGS AND MAY INCLUDE. BUT IS NOT NEC£SSARILY LIMITtD TO Tl-lt FOLLOWING
1. INSTALLATION 0 1= AUTOMATIC IRRIGATION SYSTEMS AND CONTROLS C. RELATED StCTIONS CAN INCLUDt. BUT MAY NOT Bt LIMITED TO:
l. 312300 - TRENCHING AND BACKFILLING
2. 320190 - LANDSCAPING
3. 329000 • LANDSCAPE MAINTENANCE.
1.02 RtFERENCES AND RtGULATORY REQUIRtMENTS
A. AM!;,RICAN SOCltTY FOR TESTING ANO MATERIALS (ASTM)
l. D 1764-81 - STANDARD SPEC!FICA TIONS J:OR RIGID (PVC) COMPOUNDS AND CHLORINA Trn POLYVINYL CHLORIDE (CPVC) COMPOUNDS.
2. D 1785-86 - STANDARD SPECIFICATIONS FOR {PVC) PLASTIC PIP!;, SCHEOULtS 40 AND 80.
3. D 2564 STANDARD SPtCIFICATIONS FOR SOL VENT CEMENTS FOR (PVC) PLASTIC Pl Pt ANO FITTINGS.
4. F477 SPECl!=ICATION FOR tltCTROMHRIC SEALS (GASK!;,TS) FOR JOINING PLASTIC PIPE.
B. NATIONAL SANITATION FOUNDATION (NSF), REQUIREMENTS J:OA SEAL OJ: APPROVAL.
C. PLASTICS PIPE INSTITUT!; (PPI). RtCOMMtNDATIONS FOR HYDROSTATIC DESIGN STRtSS!;,S J:OR PVC PIPt.
D. ST ATE OF CALIFORNIA DEPARTM£NT O!= TRANSPORTATION STANDARD SPtCIJ:ICATIONS, LATEST tDITION.
E. PERMITS AND J:EES: CONTRACTOR IS R!;,SPONSIBLt TO OBTAIN ALL RtQU IRtD P£RMITS AND PAY ALL ASSOCIATED FEES UNLESS OTHERWIS!;, NOTrn
1.03 SUBMITTALS
A. SUBMIT Tl-l£ FOLLOWING TO Tl-I!;, LANDSCAP£ ARCI-IIT!;,CT J:OR R!;,VIEW AND APPROVAL PRIOR TO PURCl-lASE AND DtLIVl,;.RY TO THE PROJECT SITE,
1. ONE (1) PDF COPY oi: MATERIALS LIST OF ALL PRODUCTS SPECIFlrn.
2. ONE (1) POI= COPY OJ: THE PRODUCT DAT A OR CUT SHEETS OF ALL PRODUCTS SP!;CIJ: lrn. THI;_ LANDSCAP!c ARCl-lll!;,CT SI-IALL PtRMIT NO SUBSTITUTIONS WITHOUT WRITTEN ACCEPT ANC!:.
3. ONE (1) PD!= COPY OJ: IRRIGATION EQUIPMENT LAYOUT (IF DIFJ:ER£NT FROM Tl-lt APPROVtD DRAWINGS).
Tl-llS SI-IALL INCLUDE LAYOUT OF ALL AUTOMATIC CONTROLLERS, WIRING AND ELtCTRICAL LOCATIONS.
4. ONt (1) PDF COPY OJ: ANY CUTTING AND PA TCH!NG LOCATIONS OF EXISTING CONCRET!;,, AS WELL AS LOCATION AND SIZt OF ALL BORINGS.
B. SUBMIT Tl-It J:OLLOWING AT PROJECT CLOSE-OUT TO THE OWNER:
1. IRRIGATION PLAN AND ZONE MAP: TWO (2) SETS OF THESE SHALL BE PRODUCED (REDUCED TO 11" X 17"), ONE (1) LAMINATED IN 5 MIL CLEAR PLASTIC J:OA PLAClcMtNT AT OR WITl-llN THt IRRIGATION CONTROLL!;,R CABINET AND ONt (1) FOR INCLUSION IN Tl-l!;, OP!;,RATIONAL AND MAINTENANCt DATA BINDER (B!;,LOW)
2. BOTl-l StTS SHALL INDICA H THt LOCATION OF ALL CONTROLS, PIPING. HEADS (INCLUDING TYPE). VALVES AND CONNECTION TO WATER SERVICE. ALL AS-BUil T INFORMATION IS TO BE ACCUAATEL Y INCLUDW.
EACH VAL VE ZONE LA T!;,RAL LIN!; LAYOUT SI-IALL BE COLOR-CO □ rn SO AS TO READILY DISTINGUISH BETWEEN ADJACENT ZONES. THE VALVE SIZ!:, STATION NUMB!;R AND GALLONS P!;_R MINUTE SHALL BE L£GIBLt AT !;ACl-l VAL VE AND SHALL MATCH HOW THE CONTROLLER IS WIRED.ADDITIONALLY, EACH VAL VE SHALL B£ ANNOTATtD TO O!;,SCRIB!;, WHICH TYP!;, 01= IRRIGATION IT IS, 1, i;__, SPRAY. ROTOR, BUBBLER. ETC.
3. OP!;,RATIONAL AND MAINTENANCE DAT A BINDER: SUBMIT ONE (1) COPY OF IRRIGATION PLAN AND ZONE MAP (SEE ABOVE), APPROVED PRODUCT DAT A CUT SHEETS, AND LANDSCAPE; CERTIJ:ICA T£ OF COMPLETION (TO BE PROVIDED BY LANDSCAPE; ARCH IT!;CT UPON FINAL ACCEPTANC!;,) IN A THREE RING BINDER. LAB!;,LED AND INDi;xrn.
4, TURN•OV!;,R MATERIALS: PROVIDE ONE (1) tACH OF THE J:OLLOWING TO TH!;_ OWNER, ON!: (1) QUICK COUPLER ATTACl-lMtNT KlcY EQUIPP!;_D WITl-l STANDARD Tl-I READ HOS!;, BIB PtR EV!;,RY FOUR {4) QUICK COUPL!;,RS INSTALLrn ON Tl-It PROJ!;,CT. b. ONt (1) StT OF TOOLS REQUIRED J:OR REMOVING ANO ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED FOR THt PROJ!;,CT.
ON!;, (1) FIV!;, l=OOT (5') VAL VE KEY FOR OPERATION OF GATE VALVES. d. TWO (2) KEYS J:OR !;,ACH AUTOMATIC CONTROLLER.
1.04 FINAL R!;,CORD DRAWINGS
A. COMPLY WITH APPLICABLE DIVISION ONE AND DIVISION TWO SPECIJ:ICATIONS, GENERAL CONDITIONS AND/OR SP!;,CIAL PROVISIONS.
B. ACCURA T!;,L Y RECORD LOCATIONS 01= All PIPING AND EQUIPMtNT THAT VARIES FROM WHAT IS SHOWN ON Tl-I!;, DRAWINGS 1-lORlZONTALL Y TO WITHIN ONE FOOT (l') AND VEATICALL Y TO WITl-llN A 1-lALF OJ: A J:OOT (0.51.
1.05 QUALITY ASSURANCE
A. UNL£SS OTl-lERWIS£ SPECIJ:IED, INSTALL ALL MATERIALS IN ACCORDANCE WITl-l MANUFACTURER'S RECOMMENDATIONS.
B. ALL WORK IS TO BE P£Rl=ORMED BY A SINGLE LICtNStD CA CONTRACTOR SP!;,CJALIZING IN IRRIGATION SYSTtM INSTALLATION.
1.06 DtLIVERY. STORAGE, AND HANDLING
A. STORE PVC PJPt IN A NEAT AND ORDtRLY MANN!;R FULL V SUPPORTtD AND PROT!;,CTtO FROM SUNLIGHT.
B. ALL EQUIPMENT SHALL BE DELIVERrn, UNLOADED AND HANOLtD SO AS TO PROTtCT FROM DAMAGE; AT ALL TIM!;,S.
1.07 PROJECT/SITt CONDITIONS
A. PVC SI-IALL NOT B£ CEMtNTED DURING WET CONDITIONS PtR THt DISCRtTION OJ: Tl-I!;, OWNtR.
B. TRENCH EXCAVATION AND BACKFILLING SHALL NOT BE PtRFORMrn DURING !;,XCESSIVELY WtT CONDITIONS P!;_R THt DISCRETION OF THE OWNER.
1.08 StQUENCE AND SCl-l!;_DULING
A. CONTRACTOR Sl-lALL Bl;_ SOL!cl Y RESPONSIBL£ FOR COORDINATING, SEQUENCING AND SCHtDULING ALL WORK WITl-l ALL APPLICA8L!;, TRAO!;,S AND/OR SUB-CONTRACTORS SO AS TO INSURi:;: PROPER AND TIM(;;L Y
PERFORMANCE
1.09 GUARANTY
A CONFORM TO APPLICABLE DIVISION ONE AND DIVISION TWO SPECIFICATIONS, Gi::NtRAL CONDITIONS ANO SPtCIAL PROVISIONS.
B. CONTRACTOR Sl-lALL PROVIDE; A WRITTtN GUARANTY COV!;,RING ENTIRE SYSTEM AGAINST DtF£CTS IN INSTALLATION, WORKMANSH IP AND EQUIPMENT FOR A PERIOD O!= ONE (1) YEAR J:AOM DATE OF J:I NAL ACCtPT ANC!c.
C. CONTRACTOR SHALL MAKE NtCESSARY R!;PAIRS TO TH!c SYSTEM AS W!;LL AS TO OTHER WORK AFl=!;CTrn BY O!;,!=ECTS IN THE SYSTEM DURING GUARANTY PERIOD. REPAIRS Sl-lALL Bt MADt AT THE CONTRACTOR'S SOLE tXP!;,NSt.
1. AJ:TER Tl-I!;, SYST!;,M IS INSTALLrn AND APPROVED. INSTRUCT GAOUNDSK!;,EPER PERSONN!;L AND MAINTENANCt STAFJ: IN Tl-IE COMPLET!;, OPERATION AND MAINTENANC!;,.
1.10 MAINTENANCE
A. CONFORM TO SECTION 320190 - OPERATION AND MAINTENANCE OF PLANTING.
B. SERVICE, CONTRACTOR Sl-lALL SERVIC!; AND MAINTAIN SYSTEM DURING SPECIFIED LANDSCAPE MAINTENANCE PERIOD.
C. THE ENTIRE IRRIGATION SYST!;,M Sl-lALL B!;, UNDtR J:Ull AUTOMATIC O P!;,RATIONS FOR A P!;,RIOD OF TWO (2)
DA VS PRIOR TO ANY PLANTING
D l=INAL ACCEPTANCE AND START OF GUARANTY PERIOD SHALL OCCUR NO LATER Tl-lAN Tl-lE END OJ: THE SP!;,CIJ:lrn LANDSCAP!;, MAINTENANC!;, PH~IOD.
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SECTION 328400 IRRIGATION SYSTEM
CONTINUrn !=ROM PAGE L3.0
PAAT 2 • PAOOUCTS
2.01 GENERAL
A. usi; ONL y N!;W MATERIALS OF BRANDS SI-IOWN ON DRAWINGS, SPE;.CIFlm HEAtlN OA AS ACCEPTABLE TO nu; LANDSCAPE AACl-llTECT.
B. PLASTIC PIPE: ALL PIPE AND I-IOSE IS FAE!c OF BLISTEAS. INTEANAL STRIATIONS, CRACKS OR ANY OTl-ltA DEFECTS QA IMPERFECTIONS. THE PIPE AND HOSE ARE CONTINUOUSLY AND PEAMANE.NTL Y MARKED WITH MANUFACTURER'S NAME, MAH.RIAL TYPE, S12[ SCHE;OULE QA CLASS AND QUALITY CONTROL IOENTll=ICATIONS.
2.02 PIPt
A. PVC PIPE:: NSF APPROVED TYPE I, GRADE 1 PVC PLASTIC PIPE CONFORMING TO ASTM D1785. ALL PIPE SI-IALL COMPLY WITl-l ASTM D2441 WITI-I APPAOPAIA TE ST ANDAAD DIMENSION RATIO (SDA) SOL VENT Wt LO PIPE.
I. MAINLINE 2 INCI-IES AND SMALLER: SCHEDULE 40 PVC PLASTIC PIPE WITI-I SCl-ltDULt 40 PVC SOLVtNT WleLD FITTINGS.
2. MAINLINle LAAGleA THAN 2 INCHleS AND UP TO 4 !NCHleS: CLASS 315 PVC PLASTIC PIPle WITH SCHWULle 80 FITTINGS.
3. MAINLINle 6 INCH AND LAAGleA: CLASS 200 RING TITie PVC PLASTIC PIPle WITH DUCTILle IRON FITTINGS
4. NON•PAleSSUAle LA TleAAL LINtS: CLASS 200 PVC SOL Vt NT WleLD PIPle.
8. SLleleVleS: ALL NleW SLleleVleS SHALL Bt PVC SCHWULE: 40. INSTALL SLlele\'leS IN LOCATIONS AS SHOWN ON THt DRAWINGS AND AT THle DlePTHS SPleCIFIW. leXTleND 12" BtYOND PAVING.
C. FITTINGS:
1 MleTALLIC: CAST BAONZle WITH STANDARD IRON PIPle THAtAD: 125 LB. CLASS RATING IN CONFOAMANCle WITH ANSI 816.15.
2. PLASTIC,
A. MAINLINt 6 INCH AND LAAGleA: DUCTILle IRON.
8. MAINLINle LAAGleA TI--IAN 2 INCHleS ANO UP TO 4 INCHtS: SCH WU Lie 80 PVC.
C. MAINLINle 2 INCl--lleS AND SMALLleA: SCHleDULle 40 PVC.
0. NON·PAleSSUAle LA Tie A AL: ASTM D 2467, SCHtDULt 40, SOCKleT TYPle, TYPle 1, GRADie 1 PVC WITH SOL VleNT WleLD OR TI--IRleADW CONNtCTIONS IN CONFOAMANCt WITH ASTM D17B-4 AND D2466.
D. NIPPLtS,
1. MtTALLIC: SCHtDULt 40 AW BRASS (35% COPPtR 15% ZINC) PIPle: THAtADtD BOTH mos. P!Pt SHALL at IN ACCORDANC!;. WITH ASTM 843.
2. PLASTIC: FACTORY-TI--IRtADW SCHWULt 80 PVC, TYPE 1. GRADE 1 POLYVINYL CHLORIDE (PVC) PIPt, TI--IRtADtD BOTH tNDS. Pl Pt SHALL Bt IN CONFORMANCt WITH ASTM D1784 AND D1785. COLOR: GRAY t. SWING JOINTS, AS SPtCIFltD ON DRAWINGS.OR APPAOVtD tQUAL.
F. SOLVmT CtMtNT: COMPATIBLt WITH PVC PIPt AND OF PAOPtA CONSISTtNCY.
G. CONNtCTINGCOMPOUNDS
1. PRIMtR, IPS CORPORATION Wt LOON •P70.
2. CtMtNT, CONFORM TO ASTM D2564
A. IPS CORPORATION WtLDON •705 FOR CLASS 200 PVC, SCHtDULt 40 PVC (UP TO 6 INCI--I DIA.) AND SCHtDULt 80 PVC (UP TO 4 INCH DIA.) IPS CORPORATION WtLDON •711 SHALL Bt usrn FOR PIPEo: DIAMtTtAS LAAGtA TI--IAN 6 INCHtS.
8. IPS CORPORATION WtLDON •795 FOR FLtXIBLt PVC. TO RIGID PVC CONNtCTIONS
2.03 VAL VtS AND StNSOAS
A. RtMOTt CONTROL VAL VtS, AS SPtCIFIW ON DRAWINGS.
B. QUICK COUPLING VALVtS: AS SPtCIFIW ON DRAWINGS.
C. SPRINKL!;.R l-ltAOS ARt Sl--lOWN SCH£MATICALLY. SUSPtCTtO OISCRtPANCltS IN COVtAAGt OR SIZtS OF ARtAS TO Bt IAAIGA TtO Sl-lALL Ble BROUGHT TO Tl-lt A TTmTION OF Tl-lt OWNtR'S RE:PRE:StNT ATIVE PRIOR TO INSTALLATION. CONTRACTOR Sl-lAll Rt-DIAtCT WORK TO AVOID DtLA Y WHILt AWAITING RtSOLUTION.
3.02 WATtR AND ELECTRICAL StAVICES
A. WAT!;.ASUPPLY
1 IRRIGATION SYST!;.M SHALL Bt CONNtCTED TO WATtA SUPPLY POINTS 01= CONNtCTION AS INDICATtO ON Tl-lt DRAWINGS. FltLD VERIFY CONNtCTION POINT. CONTRACTOR IS RtSPONSIBLt i=OA ANY Cl-lANGl:S CAUStD BY ACTUAL Silt CONDITIONS. NOTIFY THt LANDSCAPt AACl-llHCT OF ANY OISCRlePANClleS PRIOR TO BtGINNING CONSTRUCTION.
8 tLtCTRICAL SUPPLY
I CONTRACTOR Sl-lALL PROVIOt ALL MAHAIALS AND CONNtCTIONS TO SUPPLY tltCTAICAL POWtR FOR IRRIGATION CONTROLltRS.
2. CONNtCTION SHALL Bt MADt AT APPAOXIMATt LOCATION(S) AS INDICA T!;.D ON Tl--lt DRAWINGS. Tl--lt CONTRACTOR IS RtSPONSIBlt FOR MINOR CHANG!;.S CAUStD BY ACTUAL Silt CONDITIONS AND FOA mt COORDINATION OF All tltCTRICAL StRVICt CONNtCT!ONS TO Tl-lie CONTROLltRS.
3. ALL tLtCTRICAL WORK AND MA TtRIALS SI-IALL CONFORM TO LOCAL coots, ORDINANCtS ANO GOVtANING AUTl-lORITltS HAVING JURISDICTION.
4. 120-VOLT POWtR CONN!;.CTION TO Tl-lt AUTOMATIC CONTAOLLtR Sl-lALL Bt PAOVIDtD BY THt CONTRACTOR. Tl--lt CONTRACTOR SHALL PAOVIDt ALL MATtAIALS AND CONNECTIONS TO SUPPLY POWtA TO THI: CONTAOLLl:RS.
5. ALL tLtCTRICAL WORK SHALL CONFORM TO LOCAL coots. OADINANCtS ANO GOVtANING AUTI--IORITltS HAVING JURISDICTION.
3.03 TAtNCHING
A. CON FOAM TO APPLICABLt DIVISION ONt AND DIVISION TWO SPECIFICATIONS, GENERAL CONDITIONS ANO SPtCIAL PROVISIONS.
B. tXCAVATt TRtNCHES WITl-l VERTICAL WALLS, UNIFORM BOTTOM. FAE:E: OF DtLE:T!;.AIOUS MATtAIALS, AND WIOt tNOUGH FOA PIPtS TO LAY SID!;. BY SIDt. FULLY SUPPORTED ON BOTTOM. Tl-ltAt SI--IALL Bt A MINIMUM Tl-lAt!;. INCl-l (3") CLtAAANCt BtTWttN Al l PIPtS.
4. NO LINtS SHALL Bt INSTAlltD PAAALLtL TO AND DIRtCTLY OVER ANOTI--IER LINE.
5. WHtN LINtS MUST CROSS. Tl-lt ANGLt SHALL Bt FORTY-FIVt TO NINtTY DtGAEES, AND A MINIMUM OF THRtt INCl-l (3") VtRTICAL CLE:AAANCt SHALL Bt MAINTAINtD.
C. PROVIOt MINIMUM COVERAGt DtPTHS AS FOLLOWS:
1. MAINLINt, 24" IN LANDSCAPt ARtAS, 30- UNDtR PAVING.
2. LATtRAL LINtS: 18" IN LANDSCAPt AR!eAS, 30" UNOtR PAVING.
D. 1-lYDRAULIC DRIVING MtTHOOS Sl-lALL NOT ai;. usi;.o UNDtA PAVtD SUAFACtS.
3.04 Pl Pt ASStMBL Y
A. INSTALLATION OF ALL PIPtS AND FITTINGS SHALL Bt IN STRICT ACCOADANCt WITl-l Tl-lt MANUFACTUAtR'S WRITTtN SPtCIFICATIONS. DtVIATIONS FROM TI-IE:St SPtCIFICATIONS SHALL Bt PtRMITTtO ONLY WITl-l TH!;.
WAITTtN APPROVAL OF THt OWNtR'S REPAtStNT A Tl Vt.
B. AUBBtR RING SEAL JOINT:
1. USt FACTORY-MADI:: MAlt tND OR PAtPARt FltlD·CUT MAlt tND TO tXACT SPtCIFICATIONS OF FACTOAY·MADt tND.
2. CARtFULL Y CLEAN BtLL OR COUPLING AND INStAT AUBBtR RING WITHOUT LUBRICANT. POSITION RING CAAtFULLY ACCORDING TO MANUFACTUAtA'S SPtCIFICATIONS.
3. LUBAICATt MAlt tND ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND INSi;:RT MALt mo TO SPtCIFltD DtPTH. USt HANDS ONLY WHtN INStATING PVC PIPt.
4. THRUST BLOCKS SHALL BE PAOVIDW ON All THAtle INCi-i {3") AND LAAGtA MAINLINt AND AS NtCtSSARY TO RtSIST SYSTtM PRtSSUAt ON RING·TITt P!Pt AND FITTINGS. THRUST BLOCKS 51-lAl l Bt CONCAtTt AND mt SIZt Sf.lALL Bt BASW ON AN AVtAAGt SOil SAFE:: BtAAING LOAD OF 1.000 POUNDS PtA SQUARt FOOT.
5. FOAM THRUST BLOCKS !N SUCH A MANNtR SUCH Tl-lAT CONCAtTt COMtS 1N CONT ACT ONLY WITH Tl--lt FITTINGS. Tl-lRUST BLOCKS Sl-lALL Bt BHWttN SOLID SOIL AND Tl-lt FITTING. C. GATt VALVtS: AS SPtCIFltD ON DRAWINGS D. MASTtRVALVt: ASSPtCIFIWONDAAWINGS. l ~Cl!T~~~T°~(J" CI SOLVtNTWtLDEDJOINTS:
t FLOW StNSOAS· AS SPtCIFltD ON DRAWINGS 111: Pit« 1 WINTON PMtOMY EX10$0H ~ rOfl l ASStMBLt ABOVt GROUND Wl--ltAt POSS18lt.
F: VAL Vt aoxts, As sPtc1F1rn ON DRAWINGS. OR APPRovrn EQUAL.COL Rl~•-.o-'[ ~ ~ ""3-.rtlRl'.8&~ llfflt 2- cur SQUARE. REAM. AND THOROUGHLY CLEAN. -··· •• •• - - --- - - • . MAKt JOINT USING SPtCIFIW PAIMtR AND CEMtNT. CONTINUOUSLY WIPING OFF tXCtSS. GRttN.
2.04 DRIP IRRIGATION
A. IN-LINt DRIP TUBING & FITTINGS: AS SPtCIFltD ON DRAWINGS.
B. ROOT ZONE:: WATtR ING SYSTtM, AS SPtCIFltD ON DRAWINGS.
C. FLUSI-I VAL Vt: AS SPtCIFltD ON DRAWINGS.
D.
,. AIR/VACUUM AtlltF VAL Vt: AS SPtCIFltD ON DRAWINGS.
POP.UP INDICATOR: AS SPtCIFltD ON DRAWINGS.
! •. OS 1-1~:~lz:~~RitAOS SHALL Bt AS SPE:CIFIW ON THE: DRAWINGS. NOZZlt ~Afr SHOWN, HOWtVtA, SPtCIFIC Sil t CONDITIONS MAY RtQUIAt Tl-lAT DIFFEl<tl CONTRACTOR SHALL ADJUST PA TTtANS TO PROVIDt ADtQUATt COVtllAGt.
2.06 AUTOMATIC CONTROL SYSHM
A. CONTROLLtR: AS SPtCIFIW ON DRAWINGS.
B. tNCLOSURE:: AS SPE:CIFltD ON DRAWINGS.
2.07 CONTROL WIAt AND CONDUIT
A. LOWVOLTAGtWIRI:,
l. CONDUCTORS:
CONTROL WIRtS SI-IALL Bt UL RAHD FOR DIRtCT BURIAL, TYPt UF. 14-GAUGt WIRE:. INSULATING JACKtT COLOR Sl-lALL at Arn.
b. COMMON WIAleS SHALL Bt UL AATW FOR OIAtCT BURIAL. TYPt UF, 14-GAUGt WIAt. INSULATING JACKH COLOR SHALL Bt WI-lilt.
SPARt CONTROL WIAtS Sl-lALL Bt UL RATtD FOR OIRtCT BURIAL. TYP!;. UF, 14-GAUGt WIRt, INSULATING JACKtT COLOR Sl-lALl BE: BLUI:.
d. SPAR!;. COMMON WIRt SHALL Bt UL RATED FOR DIRtCT BURIAL. TYPt UF, 14-GAUGt WIAt. INSULATING JACKtT COLOR Sl-lALL Bt GAEtN.
2. SPLICt CONNtCTORS: 3M "OBY" SPLICt CONNtCTOAS OR APPROVED !;.QUAL.
B. CONTROL WIRI: CONDUIT: SHALL BE: GRAY PVC SCH EDU Lt 40 tltCTAICAL CONDUIT; Silt AS RtQUIRED.
PART 3 • tXtCUT!ON
3.01 tXAMINATION
A. PRIOR TO STARTING WORK, TtST AND VtRITY Tl-lAT WATtR PRl:SSURt LtVtLS MleET Tl-lie RtQUIAEMtNTS SPtCIFIED ON THt DRAWINGS. NOTIFY Tl-lt LANDSCAPt ARCl-llTtCT lMMtDIATELY OF ANY DISCRtPANCltS.
8. IRRIGATION PLANS AR£ DIAGRAMMATIC. PIPtLINtS SHOWN PAAALltl IN THt DRAWINGS MAY Bt PLACtD !N A COMMON TRtNCH. PAOVIDtD THAT A MINIMUM HORIZONTAL DIST AN Ct OF Tl-lRl:t INCHES (3") IS MAINTAINtD BtTWttN BURltO LINl:S.
ALLOW SIXTY (60) MINUTES OF SH-UP TIMt BtFOAt I-IANDLING AND TWtNTY-FOUA (24) HOURS CURING BtFOAt APPLYING WATtA PAtSSUAt.
1--!AtADtD JOINTS:
USt TEFLON TAPt ON ALL PRESSURIZED, THRtADtD PLASTIC TO PLASTIC AND PLASTIC TO STttL JOINTS.
HAND TIGl-lTtN AND USt ONLY LIGHT STAAP-TYPt FRICTION WAmCl-l PRtSSURE TO COMPLtTt.
INST ALL PVC Pl Pt IN DAY WtATHtR Wl-ltN TtMPE:AATURt IS ABOVE: 40° F IN STRICT ACCOAOANCt WITH MANUFACTUAtA'S INSTRUCTIONS. '·j PIPt MAY Bt ASSEMBLtD ANO WtLOW ON THE SUAFACt. SNAKt PIPE A MINIMUM OF ONt (1) ADDITIONAL Z,{.. FOOT PtA ONt 1-lUNDRtD FEtT (100') OF Pl Pt TO ALLOW FOR EXPANSION AND CONTRACTION. ,. CONNtCTlONS BtTWttN PLASTIC Pl Pt AND MH AL VAL VtS SHALL Bt MADt USING PLASTIC MA Lt ADAPTtAS AND APPL YING Tl-lt AECOMMtNDW Tl-lAEADED JOINT COMPOUND.
H. All MtTAL SCAtwrn JOINTS Sl-lALL Bt TIGHTtNtD WITH TONGS OR WAtNCl-ltS AND tMPLOY THt SPtCIFltD JOINT COMPOUND. CAULKING OF ANY KIND WILL NOT Bt PtAMITTtD.
I. THRUST BLOCKS Sl-lALL Ble INSTAlltD IN All SITUATIONS AS SHOWN ON THt DRAWINGS AND ACCORDING TO THt Pl Pt MANUFACTURtR'S SPE:CIFICA TIONS AND AtCOMMtNDATIONS.
J. COAt DRILLING FOA IRRIGATION PIPING PtNtTAATIONS SHALL BE ACCOMPLISHED IN A MANNtR APPROVED BY THt OWNtR. PROVIDt MtTAL SlttVtS FOR ALL IRRIGATION LINtS Wl-ltRtVtA PASSING THAOUGl-l A CONCAtTt WALL OR FLOOR. PROVIDt A WATtR STOP OR M!;.MBRANt CLAMP FOR tVtRY PIPE: OR SLttVt PmtTAATING AN tXTtRIOA CONCRHI: WALL OR FLOOR: WHICHEVtA IS APPROPRIATE: TO THE WATtAPAOOFING MtTHOO.
K. PIPt SHALL Bt lNSTALLED AS SPtCIFIED AND GENtAALL Y AS Sl-lOWN IN DRAWINGS.
L. CAP OR PLUG OPtNINGS AS SOON AS PIPtS HAVt B!;.tN INSTALLED TO PAtVtNT INTRUSIONS OF Dl:BAIS.
M. THOROUGI-IL y FLUSH SYSHM PRIOR TO INST ALLING VAL vi;_s ANO NOZZLtS.
N. INSTALL ALL IRRIGATION AND/OR tltCTRICAL SLttVING AS INDICATED ON Tl-lt DRAWINGS. CONTRACTOR Sl-lALL COOAOINATt Tl-lt INSTALLATION OF SLttVING WITH Tl-lt WORK OF OTHtR TRADtS.
3.05 tQUtPMtNT INSTALLATION
A. RtMOTE CONTROL VALVES:
1. INSTALL AS SHOWN IN DRAWINGS
2. VAL Vt BOXtS Sl-lALL Bt StT PLUMB AND SQUARt WITH ADJACENT STRUCTUAtS.
3. INSTALL VAL Vt TAGS IN AN ACCtPTABlt MANNtA WITl-l VAL Vt STATION AND CONTROLLtR NUMBtR.
4. PROVID!;. TW!;.L Vt INCl-lE:S (12") OF StPARA TION WHtN VAL VE: BOXE:S A Rt GROUPtD TOGtTHtR AND ALIGN IN A NtAT ANDORDtRLY MANN!;.A.
5. INST All ONt (1) RtMOTE CONTROL VAL Vt PtR VAL Vt BOX. LOCATE VALVES IN SHRUB/GROUND COVtA AAtAS Wl--ltNtVER POSSIBLt.
B. QUICK COUPLtA VALV!eS: INSTALL AS SHOWN IN DRAWINGS.
C. GATt VALVtS, INSTALL AS SHOWN IN DRAWINGS.
D. AUTOMATIC CONTAOLLtA:
1. INSTALL AS PtR MANUFACTURtR'S SPtCIFICATIONS.
2. CONTROLLtR SI-IALL Bt StCURtl Y MOUNHD IN Tl--lt LOCATION AS INDICATtO ON Tl--lt DRAWINGS OR APPROVED BY Tl-lt OWNE.A'S RtPRE:StNT A Tl Vt IN SUCH A MANNtR THAT All NORMAL OPtRATIONS CAN Bt CONVtNlmTL Y MADE BY THE OPtRATOR.
3. Tl-lt CONTRACTOR SHALL PROPERLY GROUND Tl-lt CONTAOLLEo:AS IN ACCORDANC!;. WITl-l LOCAL coots.
4. Tl-lt CONTRACTOR SHALL TAKt ALL CONTROL WIRtS TO THI: CONTAOLLtR AND MAKE All AtQUIAED CONNtCTIONS FOATHtlR INSTALLATION.
5. ALL tltCTRICAL AND CONTROL WIAtS INSTALLED ABOVt GROUND Sl-lALL Bt PLACED IN MtTAL CONDUIT OR OTHER APPROVtO MATtRIALS ANO Sl:CURl:L Y MOUNTtD. PAINT CONDUIT AS PtR THE: OWNE:R'S RtPAtStNTATIVt'S DIRtCTIONS AND/OR AS INDICATtD ON Tl-lt DRAWINGS.
E. CONTROL WIRt,
l. CONNtCT CONTROL WIRtS TO CONTROLLtA IN Sl:QUtNTIAL AAAANGtMtNT ACCORDING TO IDE:NTIFICATION NUMBE:R IN THt DRAWINGS. LABtL tACH CONTROLltR STATION WITl-l PtAMANtNT NON-FADING LABtLS INDICATING IDENTIFICATION NUMBtA OF VAL Vt CONTROLLED
2. INSTALL AS SHOWN IN DRAWINGS.
3. BUNDLt MUL TIPLt WIAtS WITH TAPt OR TltS AT TWtNTY FOOT (201 INTERVALS MAXIMUM. DO NOT TAPE WIAtSINSLl:!;.VtS.
4. MAKt ALL SPLICtS IN VALV£ BOXES USING ONLY SPtCIFltO CONNtCTORS.
5. PROVIDt TWtNTY-FOUR INCl-l (24") WJAt COIL AT tACH RtMOTt CONTROL VAL Vt AND AT All MAINLIN!;.
DIRECTIONAL Cl-lANGtS.
6. INSTALL TWO (2) SPARt CONTROL WIAtS AND ONt (1) LOOPtD SPAAt COMMON WIRle TO RUN BY. AND LOOP INTO, tVtAY AtMOTE CONTROL VAL Vt ON SYSTtM. TERMINATE WIRl:S INSIOt CONTAOLL!;.A tNCLOSUAI: UNCONNtCTED AND CLtAAL Y LABtLED AS tXTRA.
7. All WIRING UNDtR PAVING SHALL Bt INSTAlltD IN A PVC Pl Pt SlttVt LAAGt tNOUGH TO ALLOW WITHDRAWAL AND INSERTION OF INDIVIDUAL WIRtS
8. IF ANY CONTROL WIAt RUN IS OVtA 2000', UP-Silt APPLICABLt CONTROL WIRt TO 12-GAUGt.
9. tLtCTRICAL CONTROL WIRtS SHALL Bt INSTALLtD IN Tl-lt SAMt TRtNCH AS THE MAIN LINt Wl-ltAtVtR POSSIBLt. WIAE:S Sl-lALL BE: LAID ALONGSIDt THE: PIP!: BY "SNAKING" IN THE: TRE:NCH TO ALLOW AS MUCI--! SLACK AS POSSIBL!;. FOR CONTRACTION AND EXPANSION OF THt WI Rt. ALL WIAt CONNECTIONS AT AtMOTt CONTROL VAL VtS AND AT ALL WI Rt SPLICtS WILL Bt Lt FT WITH TWO FEtT OF WI Rt SO THAT THt SPLICE OR Tl-lie VAL Vt MANIFOLD CAN Bt BROUGHT TO Tl-lt SURFACt FOR RtPAIAS WITI--IOUT DISCONNE:CTING THt WIRtS.
10.IT IS IMPORTANT Tl-lAT Tl-lE JOINT Bt ABSOLUTtL Y WATtRPROOF SO THAT THtAt IS NO Cl-lANCt FOR ltAKAGt OF WATtR AND CORROSION BUILD-UP ON Tl-lt CONNECTION. ALL WIRING SHALL Bio ACCOMPUSl-ltD WITl-l A MAXIMUM OF TWO (2) SPLICtS PtR WIRt AUN.
F. DRIP IRRIGATION:
1. DRIPLINtLAYOUTOFWOAK
o. STAKt OUT ORIPLINt IRRIGATION SYST£M. ITEMS STAKED INCLUDt MANIFOLD/1-ltADtR Pl Pt ANO TUBING.
SLttVtS, CONTROL lONt ASSEMBLIE:S. FLUSf-1 VAL VtS, AIR RtLltF VAL VtS. AND CHtCK VAL vts.
2. DAIPLINt tXCAVA TION. TRtNCHING. ANO BACKFILL
tXCAVATt AND INSTALL PIPtS AT MINIMUM COVtA INDICAHD IN DRAWINGS OR SPl:CIFICATIONS. tXCAVAT!e TRmCHl:SAT APPROPRIATtWIOTH FOR CONNtCTIONS AND FITTINGS. b MINIMUM COVtA FOR DAIPLINt COMPONtNTS {DISTANCt FROM TOP OF Pl Pt TO FINISH GRADt):
i. BUAltD PVC MANIFOLD AND SUPPLY 1-lE:ADE:R PIPE: TO DRIPLINt GRID LAYOUTS: 12" TO TOP OF PIPE. ii. BUAltD DAIPLINI: LATl:RAL DOWNSTRtAM PVC MANIFOLD AND SUPPLY HEADtR PIPt: 4" TO TOP OF PIPt.
iii. ON-GAADt DAIPLINt LATtRAL, SECURt TO FINISl-l GRADt WITH APPROVtD TUBING ST AKtS. INST All ANO TtST PRIOR TO INSTALLATION OF MULCH
BACKFILL ONLY AFTER BURltD LINES HA Vt BEtN RtVltWtD. TtSTED ANO APPROVtD. d. EXCAVA rrn MATERIAL IS GENtRAll y SATISFACTORY FOR BACKFILL. USt BACKFILL FRtt FROM AUBBISl-l.
VtGtT A8Lt MA TTtA, FAOltN MATERIALS. AND STONtS LARGtR TI--IAN 2" IN MAXIMUM DIAMtTtR. RtMOVt MATtAIAL NOT SUITABLt FOR BACKFILL. ust BACKFILL FAtt OF SI--IAAP OBJtCTS NtXT TO PIPE:. e. DRtSS BACKFILLED ARtAS TO ORIGINAL GRADt. lNCORPORATt tXCtSS BACKFILL INTO tXISTING Silt GAADtS. DISPOSE OF tXCtSS BACKFILL ltGALL Y OFF-Silt.
f. CONCTACT OWNtA'S RtPAtSENT A Tl Vt FOR TAENCl-l DtPTl-l ADJUSTMtNTS Wl-ll:RE UTILITltS CONFLICT WITH IRRIGATION TRtNCl-llNG AND PIPt WORK
3. ASStMBUNG PIPt AND FITTINGS
o. GtNtAAL,
i. KtEP PIPt FRtt FROM DIRT AND DtBRIS. CUT Pl Pt tNDS SQUARE, DtBUA AND CLtAN AS RtCOMMtNDtD BY PIPE MANUFACTURl:R.
ii. KttP tNDS OF ASStMBLED PIPt CAPPW. AtMOVt CAPS ONLY WHE:N NtCtSSAAY TO CONTlNUt ASStMBLY.
b. PVC PIPt AND FITTINGS, Stt StCTION 3.04 P1Pt ASSl:MBL Y
DRIPLINE TUBING AND FITTINGS
i. ust ONLY FITTINGS THAT MATCl-l DRIP LINE PRODUCT MANUFACTURER. ii. ORIPLINt INStRT FITTINGS: INSTALL DRIPLINt TUBING ANO FITTINGS IN MANNtR AtCOMMtNDtD BV MANUFACTURtR AND IN ACCORDANCt WITH ACCtPTtO INDUSTRY PAACTICtS. iii. DRIPLINt COMPRtSSION FITTING: INSTALL DRIPLINt TUBING AND FITTINGS IN MANNl:A Al:COMMtNDtD BY MANUFACTUAtA AND IN ACCORDANCt WITH ACCtPTEO INDUSTRY PRACTICtS. d. LATtRAL PIPING AND DRIPLINt TUBING·
i. INST ALL LA TE:RAL PIPING AND DAIPLINt TUBING AT LOCATIONS AND IN GRID PATTERNS AS INDICA Trn ON DRAWINGS ANO INSTALLATION DETAILS, AND IN STRICT ACCOAOANCt WITH MANUFACTUAtR RtCOMMtNDATIONS.
ii. Tl-lOAOUGHLY FLUSH PVC LATERAL PIPING, SUPPLY AND tXl-lAUST LINtS, AND DAIPLINI: TUBING IMMEDIA Ttl Y UPON INSTALLATION
AIR RtlltF VAL Vt KIT ASSEMBLY: INSTALL AT ALL 1-llGH POINTS IN DAI PLINE TUBING GRIDt AS SHOWN AND DIAE:CTE:D ON DRAWINGS AND INSTALLATION DtTAILS.
f. FLUSl-l POINT ASStMBLY, INST ALL IN FLUSl-l 1-ltADtR QA AT E:NDS OF DRIPLINE: ZONE StGMtNT AS Sl-lOWN AND DIRtCTW ON DRAWINGS AND INSTALLATION DETAILS. INST ALL AT LtAST 12 INCHtS FROM AND ALIGN WITH ADJACmT WALLS OR E:DGES OF PAVED AREAS.
SECTION 328400 IRRIGATION SYSTEM
CONTINUED ON PAGE L3.2
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S~CTION 328400 IRRIGATION SYST~M
CONTINUrn rnoM PAG~ L3.l
G. SPRINKLER HEADS:
I. INST All AS SI-IOWN IN DRAWINGS.
2. INSTALL PLUMB WITI-I l=INISH GRADE.
3. SPACING 01= l-ltAOS SI-IALL NOT EXCEED THE MAXIMUM INDICATtO ON THE DRAWINGS.
4. THOROUGHLY RUSH ALL LINE;S PAIOATO INSTALLING NOZZL!cS.
3.06 l=IELD QUALITY CONTROL
D. ADJUSTMENT 01= THE SYSTtM
I. m i;: CONTRACTOR SHALL FLUSH AND ADJUST All IRRIGATION HEADS mR OPTIMUM PEAl=OAMANCE AND TO PAE.VENT OV!::ASPAA Y ONTO WALKS. WINDOWS, AOAOWA YS, AND BUILDINGS AS MUCl-1 AS POSSIBLE.
2. 11: IT IS DETEAMINtO THAT ADJUSTMENTS IN THE IRRIGATION E:QUIPMtNT SHALL PROVIDE PROPER AND MORE ADEQUATE OVEAAGt, nu;: CONTRACTOR SI-IALL MAKt SUCH ADJUSTMENTS Al=TER WAITTE;N APPROVAL BY THE LANDSCAPE ARCHITECT. ADJUSTMENTS SI-IALL INCLUDE CHANGES IN HtAD LOCATIONS.
NOZZLE SIZE AND DEGREES OF ARC AS AEQUIAl:D WITHOUT ADDITIONAL CONTRACT COSTS.
3. IF IT IS DHEAMINrn THAT ANY IRRIGATION EQUIPMENT IS IMPAOPEAL Y INST ALL£D, THEN ADJUSTMENTS SHALL BE MADE TO CONl=OAM TO CONSTRUCTION DOCUMENTS.
4. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO l=INISl-ltO GRADES UNLESS OTl-lfAWISE OESIGNAT£0 ON THE DRAWINGS.
B. TESTING 01= IRRIGATION SVST£M
1. THE CONTRACTOR SHALL REQUEST THE PRESENCE' OF THE OWNER'S REPRESENTATIVE AT LEAST 48 I-IOUAS IN ADVANCE OF TESTING.
2. TEST ALL PRESSURE LINES UNDER I-IVDROST A TIC PRESSURE OF 125 POUNDS PEA SQUARE INCH PRIOR TO INSTALLATION OF REMOTE CONTROL VALVES.
3. ALL PIPING UNDfR PAVfD AREAS SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 POUNDS PEA SQUARE INCH PRIOR TO PAVING.
4. SUSTAIN PRESSURE IN LINES FOR NOT LESS TI-IAN TWO (2) HOURS. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL tNTIRE SVSTtM IS PAOVtN WATERTIGHT.
5. ALL HYDROSTATIC TE'STS SHALL Bt MADE ONL VIN THt PAESENCt OF i i-It OWNER'S AtPAtStNTATIVt. NO Pl Pt SHALL Bt BACKFI LLrn UNTIL IT HAS BEtN OBStAVED. TtSTtO AND APPAOV£0 IN WAITING BY THE OWNER'S REPREStNT A TlVt. SHOULD ANY WORK Bt COVEAtO UP BEFOAt SUCH OBStAVA TION AND TtSTS ARE COMPLtTEO, THE CONTRACTOR SHALL AT HIS OWN tXPENSt, UNCOVER THE WORK: AND AFTtA IT HAS BEEN OBStAVtO, TtSTtD AND APPROVED, I-It THtN SHALL MAKt ALL REPAIRS WITH SUCH MATtAIALS AS AtQUIAtO TO AESTOAt ALL WORK DISTURBED TO ORIGINAL AND PROPtR CONDITION.
6. FURNISH NtCESSAAY FORCt PUMP AND All OTI-IER TtST tQUIPMtNT.
7. Wl-ltN Tl-It IARIGA TION SYSTtM IS COMPLHED, PERFORM A COVERAGE TEST IN THE PRtStNCE OF THt LANDSCAPt AACI-IITtCTTO Otl£RMINt II= THE WATER COVERAGt FOR LANDSCAPt AREAS IS COMPLtTE AND ADEQUATt. FURNISI-I ALL MATtAIALS AND PERi=ORM ALL WORK REQUIAtD TO COAAtCT ANY INADtQUACltS oi: COVERAGE out TO DtVIATIONS l=AOM THt DRAWINGS QA WHtRt Tl-IE SYSTtM I-IAS BttN WILLl=ULL V INSTALLED AS INDICATtO ON THE DRAWINGS, WHtN IT IS OBVIOUSL V INADEQUATE.
WITHOUT BRINGING THIS TO Tl-It ATTtNTION OF THt LANDSCAPE ARCHITECT. THIS TEST SHALL Bt ACCOMPLISI-IED BtFOAt ANY LANDSCAPt MATE.RIAL IS PLANTED.
3.07 BACKl=ILLING
A. BACKl=ILL ONL V AFTER SPtCIFltD TESTS I-IAVE BEtN PtAFORMED AND ACCEPTtO.
B. CLtAN TAtNCI-IES OF All DEBRIS AND DtltTtRIOUS MA TtAIAL BEFORE SACKl=ILU NG.
C. BACKFILL, AS SI-IOWN IN DRAWINGS AND PER StCTION 312300 • tXCAVATION AND Fill WITH NATIVt MATERIAL GRANULAR IN NATURt AND FRtE !=ROM DELETtRIOUS MA TtAIAL INST Al l PIPE DETtCTlON TA Pt OVER E.NTtAt AUN OF MAINLINE AS SHOWN IN DRAWINGS.
0. COMPACT TAtNCI-IING TO 95% RELATIVE DENSITY UNDER PAVtMtNT AND 85% RtLATIVt DENSITY WITHIN PLANTING AAtAS.
E. DRESS OFF TAtNCH SURFACtS FLUSH WITI-I FINISI-I GRAOt.
3.08 MAINTtNANCt
A. PROVIDE MAINTtNANCE AS PEA StCTION 320190 • OPERATION AND MAINTENANCE OF PLANTING.
3.09 CLEAN-UP
A. CLE.AN-UP SI-IALL Bt MADE. AS tACH PORTION OF WORK PAOGRtSStS. RtFUSt ANO tXCESS DIRT SHALL Bt REMOVED FROM SITE. ALL WALKS ANO PAVING SI-IALL BE BROOMED QA WASH£0 DOWN, AND ANY OAMAGt SUSTAINED TO Tl-It WORK OF OTl-ltAS SHALL Bt REPAIRED TO ORIGINAL CONDITIONS ACCtPT ABLt TO Tl-It OWNER.
3.10 OBStRVATION PRIOR TO FINAL ACCE.PTANCt
A. Tl-IE CONTRACTOR SI-IALL OPERATt EACI-I SYSTEM IN ITS t NTIRtTV FOR Tl-II: LANDSCAPE ARCI-IITtCT AT Tl Mt OF FINAL OBSERVATION. ANY ITtMS DttM£0 NOT ACCEPT ABLE SHALL BE REWORKED TO Tl-It COMPLETt SATISFACTION OF THE LANDSCAPE ARCHIT£CT.
B. Tl-IE CONTRACTOR SHALL SI-IOW tVIDENCE TO Tl-It LANDSCAPE ARCI-IITtCT TI-IAT Tl-It OWNER I-IAS RECtlVtO ALL ACCESSORltS, CHARTS. RECORD DRAWINGS ANO EQUIPMENT AS RtQUIRtD BtFORt FINAL OBStRVATION CAN OCCUR.
3.11 OBStAVATION SCHEDULE'
A. NORMAL PROGRESS OBStRVATIONS SHALL Bt RtQUtSTtO BY Tl-It CONTRACTOR FROM Tl-It LANDSCAPE ARCI-I ITECT AS PtR OBStRVAT!O NS LISTED IN SECTION 02900 • LANDSCAPING.
B. NO FINAL OBSERVATION SI-IALL COMMENCt WITHOUT Al.COAD DRAWINGS. IN Tl-It EVENT Tl-It CONTRACTOR CALLS FOR AN OBStRVATION WITHOUT RECORD DRAWINGS. WITI-IOUTCOMPLETING PREVIOUSLY NOTED CORRtCTIONS OR WITI-IOUT PRtPARING Tl-It SYSTEM FOR OBStAVATIONS, I-It SHALL BE RESPONSIBLE FOR REIMBURSING Tl-IE LANDSCAPE AACl-llTECT AT Tl-IE HOURLY RATt IN EFFtCT AT Tl-It Tl Mt OF Tl-It OBStRVATION (PLUS TRANSPORTATION COSTS) FOR Tl-It INCONVtNIENCt. NO FUATI-IER OBSERVATIONS WILL Bt sc1-1rnu Lrn UNTIL TI-IIS CI-IAAGE I-IAS BtEN PAID.
tND OF StCTION
SECTION 329000 PLANTING
PART 1 • GtNERAL
l.Ol SUMMAAY
A. FURNISI-I ALL LABOR, MATtAIALS, FACILITJtS. TRANSPORTATION AND SERVICtS TO COMPLETE ALL LANDSCAPING AND RtLAT£0 WORK AS SI-IOWN ON Tl-IE DRAWINGS ANO SPECll=IEO I-IEAEIN.
B. SCOPt OF WORK: Tl-IE GtNtAAL EXTtNT O J: Tl-IE LANDSCAPING IS SHOWN ON THE DRAWINGS ANO MAY INCLUDE, BUT IS NOT LIMITtO TOTI-IE J:OLLOWING,
1. SOIL ANAL VSIS REPORT
2. SOIL PREPARATION
3. J:INt GRADING
4. TRtt , SI-IRUB. AND GROUND COVER PLANTING
C. AELA TED SECTIONS CAN INCLUOt, BUT MAV NOT Bt LIMIT£0 TO,
1. SECTION 326400 • PLANTING IRRIGATION.
2. StCT!ON 320190 - OPtRA TION ANO MAINTl:NANCE OJ: PLANTING.
D. Tl-It RtQU\AtMENTS OJ: n-lt GtNtRAL CONDITIONS. SUPPLEMENT AL CONDITIONS AND DIVISION 1. GENERAL REQUIREMENTS. APPL V TO THIS WORK.
1.02 Ati=ERtNCES AND AtGULATORV RtQUlREMtNTS
A. AMtRICAN JOINT COMMITTEt ON I-IOATICULTUAE. NOMtNCLATUAt (AJCI-IN), STANDARDIZED PLANT NAMI.S B. AMtRICAN ASSOCIATION 01= NURSERYMEN, INC. (AAN): AMERICAN ST ANDAAD J:OR NURSERY STOCK C. SUNSET WESTtAN GARDEN BOOK, LANE PUBLISI-IING CO.
D. AGRICUL TUAAL CODE OF CALIFORNIA.
t . ST A TE OJ: CALI FORNIA DtPAATMtNT OJ: TRANSPORTATION ST ANDAAD SPtCli=ICATIONS, LA TEST EDITION.
1.03 SU BM ITT ALS
A. PRIOR TO OlllJi:.AING SOIL AMENDMENTS ANO PERFORMING SOIL PAE.PARA TION ACTIVITICS, THE CONTRACTOR SHALL SUBMIT A SOIL SAMPLE, RtPRESENTA TIVE OF LANDSCAPt AREAS CONTAINED WITI-IIN Tl-IE POST MASS-GAADtO SITI. FOR TtSTING AND ANALYSIS BY A QUALll=1£0 SOIL Tl.STING LABOR A TORY.
INFORMATION PROVIDED BY THt SOIL ANALYSIS WILL DETERMINt ANY NtCtSSARY ADJUSTMtNTS TO THE' BASE BID SOIL AMENDMtNTS CONT AINtO IN Tl-ltSE SPtCIFICA TIONS. A COPY OF THE. SOIL ANALYSIS WILL BE SUBMITTtO AS A PART 01= Tl-It LANDSCAPE Cl:RTll=ICATE OF COMPLtTION REQUIRED i=OR Pt RMIT ACCtPTANCE AND SIGNOl=J: AND WILL INCLUDt. AT A MINI MUM, Tl-IE l=OLLOWING INl=ORMATION,
1. SOIL Tl:XTURt
2. INFILTAATIONAATE
3. PH
4. TOT AL SOLUBLt SAL TS
5. SODIUM
6. PERCtNTOAGANICMATTEA
7. RECOMMtNDATIONS
B. PLANT MATtRIALS AND PRODUCTS,
1. TI-IIRTY (30) DA VS PRIOR TO PLANTING, SUBMIT ONE {I) PDF COPY OF DOCUMtNT ATION THAT All PLANTS SPECIFltD HAVt BttN OROtAED. INCLUDI: NAMES ANO ADDRESStS OF ALL SUPPLIERS.
2. SUBSTITUTIONS: II= SUBSTITUTIONS ARt RtQUESTEO. TI-II.Y SI-IALL Bt BAOUGI-IT TO Tl-It ATTtNTION m: Tl-IE LANDSCAPE ARCI-IITECT, AT Tl Mt 01= SUBMITTAL, FOR APPROVAL PRIOR TO ORDtRING.
3. SUBMIT 0Nt (1) PDI= COPY OJ: PRODUCT DATA OR "CUT-Sl-ltETS" FOR All PRODUCTS PAOPOStO FOR USt, INCLUDING SOIL AMENDMENT (AS ADJUST£0. II= NECI.SSAAV, DUE TO AtCOMMtNOATIONS PQOVID£0 IN THE ABOVE SOIL ANAL YS!S Rl:PORD, BARK MULCI-I ANO TOPSOIL (AS APPLICABLE).
C. CERTll=ICATtS, SUBMIT "CUT-SHl.tTS" QA OTHI.R PRODUCT LITtAATURE SI-IOWING CtRTli=IED CI-IEMICAL ANALYSIS 01= Tl-It l=OLLOWING,
I. ALLFtRTILIZtRS
2. ALL HtRBICIOtS AND PAE-EMtAGI.NTS.
1.04 SOURCt/QUALITY ASSURANCI.
A. CONTROL oi: WORK, COMPL V WITH SECTION 5 oi: THE CAL TRANS ST ANDAAD SPtCIFICATIONS, LATEST EDITION.
B. CONTROL OJ: MATERIALS: COMPLY WITI-I SECTION 6 OJ: THE CAL TRANS STANDARD SPtCll= ICA TIONS, LATEST tDITION.
C. ALL WORK 15 TO BE PtRl=ORMtO BY A SINGLE LICtNStD CA CONTRACTOR SPECIALIZING IN LANDSCAPt INSTALLATION.
D. CONTRACTOR SHALL tMPLOY ON-StTt AT ALL TIMtS DURING EXtCUTION OJ: THIS StCTION AT LEAST ONI. (1) PtRSON WI-IO IS TI-IOAOUGI-IL Y FAMILIAR AND EXPERltNCED WITH Tl-It MA TE RIALS AND PRODUCTS BEING INSTALLED AND PROPER MtTHODS OJ: Tl-ltlR INSTALLATION. NOTIJ:V Tl-It OWNtR'S At PREStNT A TIVE IMMtDIATtl V O J: ALL CI-IANGI.S IN SUPERVISION.
E. GENt RAL, SI-IIP PLANT MATt R!AL AND SEED WITI-I CtATli=ICAT£S 01= INSPtCTION RtQUIA£0 BY GOVERNING AUTHORITIES. COMPLY WITI-I REGULATIONS APPLICABLt TO PLANT MATE.RIALS (AS APPLICABLE).
F. TREE, SI-IRUBS AND PLANTS: PROVIDE TRtES. SHRUBS AND PLANTS OF QUANTITY, SIZt. GtNUS, SPECIES ANO VARltTV SI-IOWN ANO SCI-I EDU LED J:OA LANDSCAPt WORK AND COMPLYING WITH AtCOMMtNOATIONS AND AtQUIRt MI.NTS OF ANSI Z60.I "AMtRtCAN STANDARD FOR NUAStRY STOCK." PROV!Dt I-IEALTI-IY.
VIGOROUS STOCK. GROWN IN A RtCOGNIZtO NURSERY IN ACCOROANCt WITI-I GOOD HOATICUL TURAL PRACTICE AND l=RtE OJ: DIStASt, INSECTS/ LARVAt/ EGGS, AND Otl=ECTS SUCI-I AS GIRDLING OR BOUND ROOTS. KNOTS. SUN,SCALD, INJURltS, ABRASIONS OR OISJ:IGURtMENT. PROVIDE PLANT MA TE.RIALS RATED BETWEtN l AND 4 OPALS (OGAtN PLANT AlltAGV SCALt).
G. ANALYSIS AND STANDARDS: PACKAGt STANDARD PRODUCTS WITI-I MANUl=ACTUAER'S CtRTll=IEO ANALYSIS.
FOR OTl-ltR MATERIALS. PROVIDE ANAL VSIS BY RECOGNIZtO LABORATORY MAOt IN ACCOROANCt WITI-I MtTI-IOOS tST ABLISl-/£0 BY Tl-It ASSOCIATION OF OJ:J:ICIAL AGRICUL TUAE CHEMISTS. WI-It A EVER APPLICABLt. 1-1. QUALITY AtV1t W, THE OWNtR'S Rt PREStNTA Tl Vt SI-IALL RtVltW ALL TRttS ANO SI-I RUBS Btl=ORE PLANTING J:OR COMPLIANCI. WITI-I SPtCll=ltD RtQUIRtMtNTS J:OR GtNUS, SPtCltS, VARltTY, SIZt AND QUANTITY. Tl-IE OWNER'S REPRESENTATIVE RETAINS Tl-IE RIGI-IT TO FURTl-ltA REVIE:W TREES ANO SI-IAUBS i=OR SIZE. AND CONDITION OF ROOT SVSTtMS, TRUNKS. STtMS BAANCI-IES QA STRUCTURE, BUDS, ETC .. AND TO OISQUALll=V UNSATISFACTORY OR DEFECTIVt MATtAIAL AT ANY TIMt DURING Tl-IE PROGAtSS 01= WORK. RtMOVt DISQUALll=IED TRlol.S OR SHRUBS IMMtOIA TtL V l=ROM PROJECT SITE WITI-I MA TtAIALS ACCtPT AB Lt TO Tl-IE OWNtR'S REPRESENT ATIVt.
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1.05 Dl:LIVtRY, STORAGE. ANO I-IANDLING
A. GENERAL:
I. HANDLE AND STORt ALL PRODUCTS OF THIS SECTION IN SUCH A MANNER AS TO PROTtCT TI-IEM FROM DAMAGE AT All TIMtS.
2. STORAGE 01= PRODUCTS ON-Silt SHALL Bt COOROINAT£D BY Tl-I t CONTRACTOR IN AN OROtRLY MANNER SO AS NOT TO UNNECESSAAIL Y IMPtOI: THE WORK OR RtASONABlt USE 01= PROJECT SITE..
B. PLANTS:
1. DtLIVtAY, COORDINATt WITH OWN ER'S Al:PRESENT ATIVt. PAOVIOI: PROPER IDENTIJ:ICATION J:OR LANDSCAPt LABOR i:oACE ANO Vtl-llCLtS AT All TIMtS WI-lilt O N SITE.
2. STOAAGt, COORDINATE WITI-I OWNtR'S AEPREStNTA TIVt. PROVIDE tXPOSUAt AS REQUIRED BY PLANT VARltTY ANO PROVIDE WIND PROTtCTION FOR ALL PLANTS. WATtR REGULARLY TO MAINTAIN TI-IOROUGI-I MOISTUAt IN ROOT ZONI.. TEMPORARY. AUTOMATIC IRRIGATION SYSTEM WILL BE REQUIA£0 AT DISCRETION 01= Tl-I t OWNtR'S AI.PRESENTATIVE II= tXTE NDEO STORAGI. PERIOD BtCOMI.S NtCESSARY.
PROTtCT DARK COLOA£0 PLANT CONTAINERS FROM DIAtCT tXPOSURt TO Tl-IE SUN.
3. LABtLING, AT LtAST ONt PLANT 01= EACI-I VARIETY OR TY Pt SI-IALL Bt LtGIBL V LABELED AT ALL TIMES CLEAAL VINDICATING CORAi.CT PLANT NAME AS INDICATtD ON DRAWINGS. LABtLS SHALL BE DURABLE WITI-I WATt RPAOOJ: INK.
C. FtRTILIZtRS,
1. OtLIVER IN ORIGINAL, UNOPtN£0 CONT AINtRS WITI-I ORIGINAL LABtlS INT ACT ANO LEGIBLE. WI-IICI-I STA Tt Tl-It GUARANTtED Cl-ltMICAL ANALYSIS.
D. BULK MATERIAL,
1. COORDINATE DtUVtAY AND STORAGt OF BULK MATERIAL WITI-I Tl-IE OWNE.R'S REPRtStNTATJVE.
2. CONFINE MA TtRIALS TO NE.AT PILtS IN ARtAS ACCtPT ABLE. TO Tl-IE OWNtR'S REPREStNT A TIVt.
1.06 PROJECT/SITt CONDITIONS
A. PLANTING OPtRA TIONS SI-IALL NOT Bt CONOUCTtO UNOtA Tl-It l=OLLOWING CONDITIONS, SUBJECT TO THE DISCRETION OF Tl-IE OWNtR'S REPRtSENTA TIVE:
I. FRE.tZING WtATI-IER
2. tXCtSSIVt HtAT
3. I-IIGI-I WINDS
4. EXCtSSIVtL Y WI.T CONDITIONS
B. TUAI= I-IYDROSEEDING SHALL BE PI.RFOAMtO ONL V BETWEEN THE MONTI-IS 01= APRIL AND OCT OBI.A TO tNSURt OPTIMUM GI.RM INATION RES UL TS.
1.07 GUARANTY
A. ALL WORK EXtCUTEO ANO Al l MATtRIALS PROVIDED OR USED UNOtATI-IIS StCTION SI-IALL BE; GUARANTEED TO BE FREE OF DEJ:ECTS AN D POOR WORKMANSHIP FOR A PERIOD OF ONE (1) VtAA AJ:TER FINAL ACCEPT ANCt .
B. ALL PLANT MATERIALS SHALL BE GUARANTEED TO BE IN A I-IE.AL THY AND THRIVING CONDITION ONE 0) VtA.R AJ:TtR FINAL ACCtPT ANCE, UNLESS IT CAN Bt PROVEN TI-IAT THE UNI-I EAL Tl-IV OR NON-THRIVING MATtAIAL IS DUE TO CAUSES OTl-ltATI-IAN Tl-IE CO NTRACTOR'S MATtAIALS OR WOAKMANSI-I IP.
C. RtPLACt ALL DtAD PLANTS AND PLANTS NOT IN VIGOROUS CONDITION IMM£01A Ttl Y UPON NOTll=ICATION BY Tl-IE OWNtR'S RtPRtSENT A TJVt DURING GUARANTY PtRIOO. RtPLACE:0 PLANTS SI-IALL BE SUBStQUENTL V GUARANTEED i=OR AN ADDITIONAL ON!: {1) VtAR FOLLOWING DA TE. OF RtPLACtMENT.
D. RtPAIR ALL Oti=ECT1Vt MA TtRIALS AND WORK AS ACCtPT ABLt TO Tl-IE OWNER'S Rl:PRtStNT A Tl Vt DURING GUARANTY PERIOD.
1.08 MAINTENANCt PtAIOD
A. REFt A TO StCTION 320190 • OPERATION AND MAINTtNANCE OF PLANTING.
PART 2 - PRODUCTS
2.01 TOPSOIL
A. TOPSOIL SI-IALL Bt CLEAN ON-SITE MATERIAL THAT I-IAS BEEN PAt VIOUSLY SCAAll=IED AND STRIPP£0 l=ROM Tl-IE TOP SIX INCI-II.S (6") O J: OAIGINALGAADt AND STOCKPI LED FOR FUTURE USE. OA ACCEPTABLt IMPORT MATERIAL (AS APPLICABLE). ACCtPT ABLE TOPSOIL SI-IALL BE FRIABLE NATURAL LOAM, l=RtE !=ROM "ROCKS" (ROCK. STONES, RUBBLE, CLAV CLODS, tTC. OVtA TWO INCHES (2") IN DIAMETtR), ROOTS, TOXINS, AND ANY OTl-ltR OtltTtRIOUS MA TtRIALS PtR Tl-It DISCRtTION 01= Tl-It LANOSCAPt ARCHITtCT. ALL IMPORT TOPSOIL PROPOSED FOR USE; SHALL Bt SUBMITTtD TO Tl-I t LANDSCAPE ARCI-I ITtCT l=OR RtVIEW AND ACCEPTANCE PRIOR TO USt. SUBMIT SAMPLES AND A SOIL ANALYSIS IN Tl-It QUANTITY PRtVIOUSL V SPtCIFlrn.
2.02 J:ERTILIZtRS
A. GtNtRAL,
I. INJ:OAMATION PAOVIDtO BY Tl-It SOIL ANALYSIS WILL OtTtRMINt ANY NtCESSARY ADJUSTMENTS TO Tl-II:
BASE BIO DIRECTIONS CONT Al NED IN I-IEAl:IN.
2. All FERTILIZERS SI-IALL Bio OJ: AN ACCtPT ABLE BRAND WITI-I A GUARANTE£0 CHEMICAL ANAL VSIS AS RtQ UIRtD BY USDA RtGULATIONS
3. All J:tRTILIZERS SI-IALL Bt DAY AND (EXCEPT PLANT TABS) l=RtE; FLOWING.
B. PRt -PLANT i=E.RTILIZER: SHALL BE OF Tl-IE i=OLLOWING CHEMICAL ANAL YSJS,
1. 5%NITROGtN
2. 3% PHOSPHORIC ACID
3. 1% SOLUBlt POT ASI-I
4. 1% 1RON
5. 0.5% MANGANESE I 6. 0 .5%ZINC
7. 70% HUMUS
8. 15% I-IUMIC ACIDS
9. 1% MICRONUTRIENTS AND SOIL PENtTAANT
C. PLANT TABS, SHALL Bt GRO-POWtR 12-8-8 PLANTING T ABLtTS
2.03 SOIL ADDITIVES
A. SOIL AMENDMtNT, SI-IALL Bt "GAO-POWtR PLUS W ITI-I MYCORRI-IIZAE ADDED", AS AVAILABLE FROM GRO-POWtR INC. CI-IINO, CALIFORNIA, PH., (800) 473-1307, O R APPA,OVtO tQUAL. 204 BARK MULCI-I TOP ORtSS
A. BARK MULCI-I TOP DRtSS SHALL BE A MtOIUM-SIZED (3/ 4"-2") DtCORATIVE "WALK-ON" TYPE SHREDOtO WOOD PRODUCT i=Rtt OJ: OtLtTERIOUS ANO INORGANIC MATERIALS. MATtRIAL SHALL Bt HOMOGtNOUS IN APPEARANCt , J:Rtt l=ROM STICKS QA STRINGY/l=IBROUS MATtR!ALS AND DARK BROWN IN COLOR.
S~CTION 32900 PLANTING CONTINUrn
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2.05 PLANTS
A. GENERAL
SECTION 32900 PLANTING CONTINUED
!=ROM PAGE L3.2
l. ALL PLANTS SI-IALL CONl=OAM TO HIE SPECIES ANO MINIMUM SIZE;S SHOWN ON THE DRAWINGS.
2. QUANTITIES SHOWN ON THE DRAWINGS ARE i=OR THE CONTRACTOR'S BIDDING CONV!;;NIENCE ONLY.
CONTRACTOR SHALL PROVIDE PLANT MATERIAL TO l=ULl=ILL THE INTENT 01= nu;: PLANTING PL.AN AS Pl:A n-1i;: DISCAE;TION oi: n-u;: LANDSCAPE AACI-IITECT.
B. CONDITION, All PLANTS SI-IALL CONl=OAM TO Tl-IE FOLLOWING MINIMUM REQUIREMENTS
1. NURSERY GROWN UNLESS OTHERWISE SP!,;Cll=ltD.
2. SUPPlltD IN APPAOPAIATI;: CONTAINElt BALLED AND BUALAPPED, OR BARE: ROOT AS SPEcn::11;:o ON DRAWINGS.
2.06 I-IEABICIDE;.S/i=UNGICIDES
A. PAt-tMEAGrnT, PROVIDE A MIXTURE WITI-I ACTIVE INGREDIENTS CONSISTING oi: "A-A-A-TAIFLUOR0-2, 6-0INITAO-N. N-DIPAOPYL-P•TOLUIDINE"(l.75% OF TOTAL MIXTURE) AND INACTIVE INGREDIENTS (98.25%0F TOT AL MIXTURE}. MANUFACTURER, "GREEN GOLD" BY LEBANON CHEMICAL CORP. OR EQUAL.
B. OTHER: ALL OTHER HERBICIDES SHALL BE ACCEPTED BY THE OWNER'S REPRESENTATIVE PRIOR TO USE.
C. GREENSCAPE'S BIO-FUNGICIDE, OR APPROVED EQUAL.
2.07 TREE STAKES ANO TIES
A. TREE STAKES ANO TIES SHALL BE AS SHOWN ON DRAWINGS.
1. STAKES J:OR TREE SUPPORT SHALL BE LODGE POLE PINE STAKES FULL-LENGTH TREATED WITH COPPER NAPHTHANATE. MINIMUM NOMINAL SIZE: TWO INCHES (21 IN DIAMETER X EIGHT FEET (81 LONG AND POINTED AT ONE (I) END (ADJUST LENGTH TO FIT TREE). STAKES SHALL BE FREE FROM KNOTS, CHECKS, SPLITS, OR DISFIGUREMENTS.
2. TREE TIES SHALL BE TWENTY FOUR INCH (24j LENGTH CINCH TIE AS MANUFACTURED BY V.I.T. COMPANY OR APPROVED EQUAL.
2.08 NON-IRRIGATED NATIVE HYDAOSEEO
A, All PRODUCTS SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS BELOW. ANY CHANGES TO
PRODUCTS TO BE USED SHALL BE APPROVED, IN WAITING, BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO JOB SITE DELIVERY.
B. SEED MIXES,
1. COMPOSITION, SEED MIX PEA PLANTING PLANS.
2. QUALITY: ALL SEED SHALL BE FROM THE MOST CURRENT YEAR'S CROP. SEED SHALL BE IN CONFORMANCE WITH THE CALIFORNIA ST ATE StED LAW OF THE DEPARTMENT OF AGAICUL TUAE. EACH SEED BAG SHALL BE
DELIVERED TO THE SITE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GEAMINA TION, DEALER'S GUARANTEE. AND DATES OF TEST. PRIOR TO SEEDING AT THE PEQUESTOF THE OWNER, THE CONTRACTOR SHALL PROVIDE A LETTER OF CERTIFICATION.
C.MULCI-I
\. MULCH SI-IALL BE COMPOSED OF CELLULOSE OR WOOD FIBER PRODUCTS WITH NO GROWTH OR GERMINATION INHIBITING SUBSTANCES, AND SHALL BE MANUFACTURtO IN SUCH A MANNER THAT WHEN TI-IOAOGI-ILY MIXED WITI-I SEED, ORGANIC STABILIZER, AND WATER. IN THE PROPORTIONS SPECIFIED, WILL FOAM A HOMOGENEOUS SLURRY WI-IICH IS CAPABLE OF BEING SPRA YEO TO FORM A POROUS MAT. THE FIBROUS MULCH IN ITS AIR-DAY STATE SHALL CONTAIN NOT MORE THAN 15% BY WEIGHT OF WATER. THE FIBER SHALL HAVE A TEMPORARY ~EEN DYE ANO SHALL BE ACCOMPANIED BY A CERTIFICATE OF COMPLIANCE STA TING TI-IAT rnE FIBER CONFORMS TO THESE SPECIFICATIONS.
D. ORGANIC ST ABILIZER/T ACKIFIER
1. SHALL BE ORGANIC SUBSTANCE SUPPLIED IN POWDER FOAM ANO SHALL BE PSILIUM-BASEO AND PACKED IN CLEA ALY MARKED SAGS ST A TING THE CONTENTS OF EACH PACKAGE. THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUAE SHALL CERTIFY THE MATERIAL AS AN AUXILIARY SO!L CHEMICAL.
E. EQUIPMENT
1. EQUIPMENT USED FOR APPLICATION OF SLURRY SHALL BE COMMERCIAL-TYPE HYDRO-SEEDER AND HAVE A BUil T-IN AGITATION SYSTEM WITH AN OPERATION CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX SLURRY. TANK CAPACITY SHALL BE A MINIMUM OF 1,500 GALLONS AND SHALL BE MOUNTED ON A TRUCK TO ALLOW ACCESS TO THE SITE. DISTRIBUTION LINES, LARGE ENOUGH TO PREVENT STOPPAGE AND ALLOW FOR EVEN DISTRIBUTION OF SLURRY OVER THE SITE. PUMP, SHALL BE ABLE TO GENERA TE 150 PSI AT THE NOZZLE.
F .. WATER
1. WA TEA SHALL BE i=UANISHED BY OWNER AND SHALL BE MADE RE.ADIL Y AVAILABLE AT THE SITES INDICATED ON THE PROJECT PLANS.
PART 3 - EXECUTION
3.01 TOPSOIL INSTALLATION
A. INFORMATION PROVIDED BY THE SOIL ANALYSIS WILL Di;:TERMINE ANY NECESSARY ADJUSTMENTS TO THE BASE BID DIRECTIONS CONTAINED HEREIN.
B. All PLANTING AREAS SHALL CONTAIN A MINIMUM OF FOUR INCHES {41 m ACCEPTABLE TOPSOIL (12" MIN.
BELOW TREES). AS APPLICABLE AND WHERE NEE.OED, ONLY PREVIOUSLY ACCEPTED TOPSOIL SHALL BE INSTALLED.
C. SUBGAADE SOIL SHALL BE CUT OR !=ILLrn TO THE DEPTH REQUIRED SUCH THAT AnEA PLACEMENT OF AEQUIRtD AMOUNT OF TOPSOIL ANO SPECIFIED PREPARATION PROCEDURES HAVE BEEN ACCOMPLISHED, SPECIFIED FINISH GRADES WILL BE ATTAINED.
0 . ALL SUBGRADE SOIL SHALL BE CROSS-RIPPED TO A TWELVE INCH (12") MINIMUM DEPTH PRIOR TO PLACEMENT OF ACCEPTED TOPSOIL.
3.02 PREPARATION
A. MAKE PROVISIONS AND TAKE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING AND NEW IMPROVEMENTS FROM DAMAGE DURING EXECUTION OF THIS WORK.
B. INITIAL PQEPAAA TIONS,
1. PRIOR TO ANY WORK IN THIS SECTION, THOROUGHLY CROSS-RIP (SECOND RIP SHALL BE PERFORMED AT 90 DEGREES TO FIRST RIP) ALL PLANTING AREA SOIL TO BE AMENDED TO A DEPTH OF TWELVE INCHES (121,
2. REMOVE All ROCKS, STICKS, CLODS, DEBRIS, AND OTHER DEL!;.TEAIOUS MATERIALS OVEQ ONE-HAL!= INCH (1/2") IN DIAMETi;:R !=ROM TOP SIX INCHES (6") OF SOIL.
3. FLOAT, RAKE, AND ROLL ALL PLANTING AREAS AS NECESSARY TO EST A BUSH SMOOTH, CLEAN,
NON-YIELDING PLANTING BEDS,
4. PREVENT EROSION OF THE SOIL BETWEEN COMPLETION OF SOIL PREPARATION AND PLANTING.
C. CONCRETE MOWBANDS ANO I-IEAOER BOARDS, INSTALL PER DRAWINGS AND REPEAT INITIAL PREPARATIONS
DESCRIBED ABOVE AS NECESSARY,
3.03 SOIL PREPAAA TION / FINIS!-! GQADES
A. IN!=OAMA TION PROVIDED BY THE SOIL ANALYSIS WILL DETi;:AMINE ANY NECESSARY ADJUSTMENTS TO THE BASE BID DIRECTIONS CONT AINEO IN HEREIN.
B. THOROUGHLY AOTO-T1LL THE FOLLOWING ADDITIVES IN TWO (2) DIRECTIONS INTO Tl-IE TOP !=OUR TO SIX INCHES (4"-6j OF ALL PLANTING AREA SOIL AT THE i=OLLOWING RATES PEA 1,000 SQUARE i=EET. l. 150 LBS. GAO-POWER PLUS W/M
2. 40 LBS. AGAICUL TUAAL GYPSUM
3. 10 LBS. SOI L SULFEA
4. 4 CU. YD. OF NITROLIZED SHAVINGS OR GOOD QUALITY COMPOST C, AFTER TILLING IN ADDITIVES AND Ri;:-COMPACTION TO 85% RELATIVE COMPACTION, RAKE ALL PLANTING
AREAS SMOOTH AND SET FINISH GRADES AS FOLLOWS,
1. TUR!= PLANTING AREAS, AFTER SOIL PREPAAA TION. FINISH GRADES Oi= All SEED TUR!= AREAS SHALL BE ONE-HAL!= INCH (l/2") BELOW All ADJACENT PAVING, HEADERS, BOXES, ETC., AND ONE INCH {1") BELOW FOR SODDED TUR!= AREAS.
2. NON-TURF PLANTING AREAS: AnER SOIL PQEPARATION, FINIS!-! GRADES OF All NON•TURF PLANTING AREAS SHALL BE THREE AND ONE-I-IALF INCHES (3-1/2") BELOW ADJACENT PAVING, HEADERS, BOXES, E'TC.
TO ALLOW J:OA INSTALLATION Oi= BARK MULCH TOP-DRESS.
3.04 TREE AND SHAUB PLANTING
B. LAYOUT, COORDINATE LAYOUT Oi= PLANTS WITH THE LANDSCAPE ARCHITECT J:OR REVIEW AND ACCEPTANCE.
C. PLANT PIT EXCAVATION,
1. EXCAVATE PITS TO SIZES INDICATED IN DRAWINGS.
2. THOAOUGHL Y SCARIFY All SIDES OF PLANT PITS TO REMOVE •AUGER SLICK" AND ENCOURAGE ROOT PENETRATION.
0 . SET TREES AND SHRUBS IN PIT ON TAMPED BACKFILL BASE AS PEA DETAILS. SET PLUMB AND FACE J:OA BEST APPEARANCE. TI-IOROUGHL Y SCAAl!=Y ALL PLANT ROOTBALLS TO ELIMINATE. ANY CIRCLING ROOTS AND TO ENCOURAGE ROOT GROWTH. SET PLANT SO ROOT CROWN WILL LEVEL WITH OR BE SLIGHTLY ABOVE SURROUNDING GRADE AFTER SETTLEMENT.
E. BACK!=ILUNG,
1. INFORMATION PROVIDED BY THE SOIL ANALYSIS WILL DETERMINE ANY NECESSARY ADJUSTMENTS TO THE BASE BID DIRECTIONS CONTAINED IN HEREIN.
2. BACKFILL MIX FOR ONE (1) GALLON SIZE AND LARGER SHALL CONSIST OF THREE (3) PARTS OF NATIVE SITE SOIL WITI-I ON E (1) PART SOIL AMENDMENT PER CUBIC YARD OF MIX.
3. PLACE PLANT TABS IN EACH HOLE PEA THE FOLLOWING RECOMMENDATIONS, 1 GALLON • 2 TABS
2 GALLON • 4 TABS
5 GALLON • 6 TABS
15 GALLON • 12 TABS
24" BOX • 15 TABS
FOR LA AGER SIZES ADD 3 ADDITIONAL TABS PEA 1/2" Qi= CALIPER.
4. TAMP BACK!=ILL MIX UNDER AND AROUND ROOTBALLS.
5. FLOOD PLANT PIT WHEN HALF BACKFILLED; ALLOW TO DRAIN.
6. COMPLETE BACKFILLING. TAMP AS NECESSARY, DO NOT OVER COMPACT.
E. WATERING:
1. TI-IOROUGI-IL Y WATER PLANTS IMMEDIATELY AFTER PLANTING.
2. CONSTRUCT WATER BASINS AS SPECIFIED IN DRAWINGS.
i=. FINISH GRADE RESTORATION: RESTORE FINISH GRADES BY HAND RAKING. DISPOSE Oi= EXCESS SUBGRADI::
SOIL.
3.05 GROUND COVER PLANTING
A. PLANT Ai=TEA FINISI-IEDGAADE HAS BEEN AMENDED AND RESTORED.
8. PLANT IN EVEN TRIANGULAR SPACING AS SPECI J:'. IED IN DRAWINGS.
3.06 TRCC STAKING
A. STAKE TREES AS SHOWN IN DRAWINGS.
8. SET STAKES PLUMB, WITHOUT DAMAGE TO AOOTBALL AND SUFFICIENTLY DEEP TO PROVIDE NECESSARY SUPPORT.
C. TREE TIES SHALL BE TIED LOOSELY ENOUGH TO ALLOW MOVEMENT, YET TAUT ENOUGH TO SUPPORT TREE.
3.07 HERBICIDE APPLICATION
A. APPLY IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
B. APPLY PRE-EMERGENT HERBICIDE IN SOIL PRIOR TO PLACEMENT 01= BARK MULCH TOP DRESS TO PROHIBIT WEED GROWTH. IF WEEDS APPEAR IN TAi;:ATED AREAS DURING THE J:'.IRST YEAR, CONTRACTOR SHALL RETURN TO TREAT AND ELIMINATE ALL wi;:E.DS AT NO COST TO THE OWNER,
3.08 BARK MULCH TOP DRESS
A. APPLY TI-IAEE INCHES (310F SPECIFIED BARK MULCH TOP DRESS TO All NON-TURF PLANTING AREAS AND OTI-IEA AREAS AS MAY BE SPECIFIED IN THE DRAWINGS.
B. RAKE BARK MULCH TOP DRESS EVENLY TO CREA Ti;: A UNIFORM SURFACE AND PULL BARK MULCH TOP DRESS AWAY !=ROM TRUNKS OR STALKS OF PLANTS ONE TO TWO INCI-IES (J"-21.
3.09 HYDROSEEDING
A. DO NOT I-IYDAOSEED IF GROUND IS !=ROZEN.
B. HYDAOSEEDING PREPARATION: DO ALL SLURRY PREPARATION AT THE JOB SITE.
I. WATER, MULCH. !=EATIUZEA, BINDER AND OTHER INGREDIENTS SHALL BE ADDED TO THE TANK SIMULTANEOUSLY SO THAT THE FINISHED LOAD IS A HOMOGENEOUS MIX Oi= THE SPECIFIED INGREDIENTS.
2. SEED SHALL BE ADDED LAST ANO SHALL BE DISCI-IAAGED WITHIN 21-lOUAS. LOADS HELD OVER 2 HOURS WILL BE RECHARGED WITJ-11/2 Tl-IE SEED RATE BEFORE APPUCA TION.
3. ONCE FULLY LOADED. THE COMPLETE SLURRY SI-IALL BE AGITATED J:OA 3-5 MINUTES TO ALLOW FOR UNl!=OAM MIXING.
C. HYDROSE.E.DING APPLICATION,
1. ~ MATERIAL
2,000 LBS 100% CELLLULOSE OR WOOD FIBER
lOOLBS
45BULK LBS
MBINDER
NON-IRRIGATED NATIVE SEED MIX
2. ALL HYDROSEED APPLICAITONS ARE TO BE APPLIED IN A SWEEPING MOTION TO !=ORM A UNIFORM APPLICATION AND !=ORM A MAT AT Tl-IE SPECIFltD RA TES,
3. UNUSED LOADS, IF MIXTURE REMAINS IN TANK FOR MORE THAN 8 HOURS IT SHALL BE REMOVED FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE.
D. CLEAN-UP
1. Al l HYDAOSEEDED AREAS ANO ST AGING AREAS SHALL Bi;: MAINTAINED IN A NEAT ANO ORDEAL Y CONDITION. KEEP PAVED AREA !=REE OF SOIL.
2. HYDROSEEDNG OVEASPRA Y, INST ALLING CONTRACTOR IS RESPONSIBLE J:OR WASHING OR OTHERWISE CLEANING EXCESS MATERIAL OF!= ALL AREAS NOT INTENDED TO RECE.IVE TREATMENT.
3. DEBRIS, CLEAN UP AND REMOVE. ASSOCIATED MATERIALS AND DEBRIS FROM PROJECT SITE. BE.FORE !=INAL ACCEPTANCE.
3.10 FIELD QUALITY CONTROL I A. THE LANDSCAPE ARCI-IITECT SI-IALL REVIEW AND Acci;:PT THE J:OLLOWING PRIOR TO CONTQACTOR PROCEEDING WITI-1 SUBSE.QUENT WORK:
1. PREPARATION • AT COMPLETION OF J:'. INISH GRADING AND PRIOR TO PLANTING, GRADING TOLERANCES AND SOIL PREPARATION SI-IALL BE CHECKED FOR CONFORMANCE TO CONSTRUCTION DOCUMENTS.
2. LAYOUT · LAYOUT OF PLANTS, HEADER BOARD, AND OTHE.R MAJO, ITEMS SHALL BE AS DIRECTED AND/OR ACCEPTED BY THE LANDSCAPE ARCHITECT.
3, PRE-MAINTENANCE REVIEW - AT COMPLE.TION O!= THIS SECTION, WORK SI-IALL BE REVIEWED TO CHECK CONFORMANCE WITH CONSTAUCT!ON DOCUMENTS. ACCEPTANCE SHALL MARK BEGINNING OF Tl-IE SPECl!=IED MAINTENANCE PERIOD. IF ACCEPTANCE IS NOT GIVEN,~ PUNCH LIST Oi= ITEMS REQUIRING ATTENTION WILL BE ISSUED TO THE CONTRACTOR. ON!: (I) MORE REVIEW WILL BE ALLOWED Ai=TEA CONTRACTOR CERTIFIES IN WRITING THAT THE PUNCH-UST HAS B~EN COMPLETED. PUNCH LIST SHALL BE COMPLETED TO THE SATISFACTION 01= TI-IE LANDSCAPE ARCHITECT PRIOR TO COMMENCE.ME.NT OF THE SPECIFIED MAINTENANCE PERIOD. l B. ALL COSTS INCURRED FROM REPEAT REVIEWS REQUIRED DUE TO CONTRACTOR NOT BEING PREPARED QA NON-CONFORMANCE WITH CONSTRUCTION DOCUMENTS SHALL BE BACK CI-IARGED TO Tl-IE CONTRACTOR.
3.11 OBSERVATION SCHEDULi;:
A.NORMAL PROGRESS INSPECTION SHALL BE REQUESTED BY THE CONTRACTOR FROM THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF AN ANTICIPATED SITE VISIT ACCORDING TO THE INDICATED ARE REQUIRED AS FOLLOWS•
l COMPLETION Oi= FINE GRADING.
a. !=INAL GRADE REVIEW - 48 HOURS. l b. PLANT MATERIAL REVIEW - 48 HOURS. e. PLANT LAYOUT REVIEW- 48 HOURS.
d. SOIL PREPARATION AND PLANTING OPERATIONS. ONE (1) TREE W H EACH TYPE OJ:'. SPECIFIED STAKING SHALL BE APPROVED PRIOR TO PLANTING OF TREES . 48 HOURS. • · PAE-MAINTENANCE - 48 HOU AS.
f. FINAL WALK-THROUGH. 48 HOURS.
9. NO SITE VISITS SHALL COMMENCE WITHOUT ALL ITEMS NOTED IN PREVIOUS OBSERVATION REPORTS EITHER COMPLETED OR REMEDIED UNLESS SUCH COMPLIANCE HAS BEEN WAIVED. i=AILURE TO ACCOMPLISH PUNCH LIST TASKS OR PREPARE ADEQUATELY !=OR DESIRED INSPECTIONS SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR REIMBURSING Tl-IE LANDSCAPE f'RCHITECT AT HIS/HER CURRENT BILLING RA TES PER 1-lOUR (PLUS TRANSPORTATION COSTS).
3.12 CLEANUP
A.AFTER ALL PLANTING OPERATIONS HA Vt BEEN COMPLETED, REMOV~ ALL TRASH, EXCESS SOIL, EMPTY PLANT CONT Al NEAS OR RUBBISH FROM THE PROPERTY. ALL SCARS, RUTS OR OTHER MARKS IN THE. GROUND CAUSED ~~;~~G~g~~~~~Ls~~E~ ~~t~~~TA;!~i~~ ~~~~:i~:~~ ~L~ ~~:~ A~~s~t~~~L :A~~~~i~°v7oAK NO LESS FREQUENTLY THAN EACH !=AIDA Y BEFORE LEAVING THE Silt. ONCE ~WEEK, AND/OR Tl-IE LAST WORKING DAY 01= EACH WEEK. ALL TRASH SHALL Bf REMOVED COMPLETELY FAOMfTHE SITf. THE CONTRACTOR SHALL LEAVE THE SITE AREA BROOM-CLEAN AND SI-IALL WASH DOWN All PAVED AREAS WITHIN THE CONTRACT AREA, LEAVING THE PREMISES IN A CLEAN CONDITION ACCEPTABLE TO THE OWNER.
3.13 LANDSCAPE MAINTENANCE l A.PROVIDE LANDSCAPE MAINTENANCE AS PER SECTION 320190 , OPER TION AND MAINTENANCE OF PLANTING END Oi= SECTION
SECTION 320190 OPERATION AND
MAINTENANCE OF PLANTING
SEE PAGE L3.4
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S
ECTION 320190 OPERATION AND MAINTENANCE OF PLANTING
PART 1- GtNEAAL
I.OlSUMMAAY
A.l=URNISH ALL LABOR, MATERIALS, FACILITIES. TRANSPORTATION AND StAVICES TO COMPLtTt All LANDSCAPE MAINTENANCE AND AELATE::D WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HE.REIN.
B. SCOPE: 01= WORK, Tl-IE GtNtAAL EXTtNTOJ: LANDSCAPE MAINTE.NANCE MAY INCLUDE, BUT IS NOT LIMITED TO THE i=OLLOWING:
1. TRtt, SI-IAUB ANO GROUND COVER AREAS
2. IRRIGATION SYSTE:MS
3. GENERAL SITE CLEAN-UP
C.AELA n;o SE;CTIONS CAN INCLUDE, BUT MAV NOT Bio LIMITrn TO· l. SECTION 328400
- PLANTING IRAIGA TION
2. SE:CTION 329000 - PLANTING
D. n-11;: AE.QUIAEMENTS OF THI: GENl:AAL CONDITIONS. SUPPLEM!cNTAL CONDITIONS AND DIVISION I. GtNtAAL REQUIREMENTS. APPLY TO THIS WORK
1.02 Ati=tAE;NCtS AND AtGULATOAY AE:QUIAEMENTS
A.ST A Tt OF CALIJ:OANIA DEPARTMENT OF TRANSPORTATION STANDARD SPE.CIFICA TIONS, LA TEST EDITION.
1.0.5 QUALITY ASSURANCE
A.CONTROL OF WORK, COMPLY WITH SECTION 5 OF THE CAL TRANS STANDARD SPECIFICATIONS, LATEST EDITION.
B. CONTROL OF MATERIALS: COM Pl Y WITH SECTION 6 OF THE CAL TRANS ST ANOARD SPECIFICATIONS, LATEST EDITION.
C.TI-IE MAINTENANCE CONTRACTOR SHALL BE EXPERIENCED
IN HORTICULTURE ANO LANDSCAPE
MAINTENANCE, PRACTICES AND TECHNIQUES, ANO SHALL PROVIDE SUFFICIENT NUMBER OF WORKERS WITH ADEQUATE EQUIPMENT TO PERFORM THE. WORK DURING THE. LANDSCAPE. MAINTENANCE. PERIOD.
1.04 LANDSCAPE MAINTENANCE PERIOD
A.LANDSCAPE MAINTENANCE PERIOD SHALL BE NINETY (90) CALENDAR DAYS.
B. CONTINUOUSLY MAINTAIN THE ENT!AE PROJECT AREA OUAING THE PROGRESS OF THE WORK. DUA ING THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD OR UNTtl FINAL ACCEPTANCE OF Tl-IE PROJECT BY THE LANDSCAPE ARCHITECT.
C.LANDSCAPE MAINTENANCE PERIOD SHALL NOT START UNTIL All ELEMENTS OF CONSTRUCTION. PLANTING
AND IRRIGATION FOR THE ENTIRE PROJECT ARE
IN ACCORDANCE WITH CONTRACT DOCUMENTS. IF SUCH
CRITERIA 15 MET TO THE SATISFACTION OF THE. LANDSCAPE ARCHITECT. A WRITTEN NOTIFICA
TION SI-IALL BE
ISSUED TO ESTABLISH THE EFFECTIVE BEGINNING DATE OF LANDSCAPE M<\INTENANCE PERIOD.
ADDITIONALLY, All ELEMEN
TS CONTAINED ON THE PAE-MAINTENANCE PUNCH-LIST SHALL HAVE BEEN COMPLETED TO THE SATISFACTION QI= THE LANDSCAPE ARCHITECT. THE LANDSCAPE MAINTENANCE PERIOD
SHALL, PEA THE DISCRETION OF THE LANDSCAPE ARCI-IITECT BE ALLOWED TO ST ART AND
FINISH AT
Dl!=FEAENT TIMES IN DIFFERENT AREAS AS APPLICABLE.
D.ANY DAY OF IMPROPER MAINTENANCE., AS DETERMINED BY THE. LANDSCAPE. ARCHITECT, SHALL NOT BE.
CREDITED AS AN ACCEPT ABLE. LANDSCAPE. MAINTENANCE. PERIOD DAY. THI: LANDSCAPE MAINTENANCE PERIOD SHALL BE EXTENDED ON A DAY-FOR-DAY BASIS SHOULD THIS OCCUR UNTIL PROPER MAINTENANCE.
AS DtTtRMINtO BY Tl-It LANDSCAPE AACI-IITECT, I5 BEING PEAJ:ORMtO.
E. CONTRACTOR SHALL SECURE THE PROJECT SITE AGAINST TRESPASS. VANDALISM OR THEFT DURING THE LANDSCAPE MAINTENANCE PERIOD.
1.05 GUARANTY
A.All WORK EXECUTED UNDER THIS SECTION SI-IALL BE. GUARANTEED AGAINST ANY AND All POOR, !NADEQUATE OR INFERIOR MATERIALS AND/OR WORKMANSI-IIP. AS DETERM
INED BY THE OWNER'S
RE.PAE.SENT ATIVE, FOR Tl-iE ENTIRE LANDSCAPE MAINTENANCE PERIOD ANO FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE OF PROJECT.
B, Tl-IE CONTRACTOR SHALL REPLACE All UNHEALTHY QA DEAD PLANT MATERIALS FOUND DURING THE
MAINTENANCE PERIOD, IN CONFORMANCE WITI-I THE CONTRACT DOCUMENTS
1.06 !=INAL ACCEPTANCE
A.UPON COMP
LETION OJ: ALL PROJECT WORK, INCLUDING LANDSCAPE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT Will, UPON WRITTEN REQUEST !=ROM THE CONTRACTOR {TWO (2) WORKING DAY MINIMUM NOTICE), MAKE AN OBSERVATION TO HE.AMINE CONJ:"OAMANCE WITH THE CONTRACT DOCUMENTS.
8.IF. AT THE FINAL PROJECT OBSERVATION, WORK IS J:"OUND AT VARIANCE WITl-l THE CONTRACT DOCUMENTS, QA IS OTl-ltAWISE UNACCEPTABLE., THE LANDSCAPE ARCHITECT SHALL ISSUE A PUNCH-UST OF ITEMS REQUIRING ATTENTION TO THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR, REPLACE OR OTHERWISE CORRECT All NON-COMPLIANT WORK. CONTINUE LANDSCAPE MAINTENANCE PERIOD. AND MAKE ANOTHER WRITTEN REQUtST TO THt LANDSCAPE ARCHITECT TO
VERIFY PUNCHUST COMPLtTION. I!= PUNCl-l-LIST IS
J:"OUNO TO Bt INCOMPLETE;, QA IF sm: IS STILL FOUND TO BE UNACCEPTABLE;, Tl-It CONTRACTOR SHALL BE BACK-Cl-lAAGED AS NECESSARY FOR All ADDITIONAL OBSEAVA TIONS REQUIRED TO ISSUE FINAL ACCEPTANCE. All REPLACEMENT MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMleNTS. REMOVt AEJtCTED WORK AND MATtRIALS IMMEDIATtl Y !=ROM PROJtCT. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE Tl-It OWNER'S AtPAtSENTATIVE WITH ALL RE.COAD DRAWINGS AND WRITTEN GUARANTY ST ATleMleNTS IN ACCORDANCE WITl-l Tl-lie CONTRACT DOCUMleNTS.
PART 2 - PRODUCTS
2.01 MATleRIALS
A.INFORMATION PROVIDED BY Tl-It SOIL ANALYSIS WILL DHleRMINE ANY NECtSSAAY ADJUSTMENTS TO THE BASt BID DIRECTIONS CONTAINED HEREIN.
B. All MA TtRIALS USED SHALL EITHER CONFORM TO SPtClFICA TIONS IN OTHER SleCTIONS OR SHALL OTHEAWISI: BE ACCEPT ABLt TO Tl-lE OWNER'S REPRESENT A TIVt. THE OWNtA'S AEPAtStNT A Tl Vt Sl-lALL Bt GIVEN A MONTHLY AtCOAD OF ALL I-IERBICIDtS. INSleCTICIDES AND DISEASE CONTROL CHEMICALS USED.
C.MAINTENANCE != tRTIUZtR: SHALL BE GRO-POWER PLUS. AND SHALL CONTAIN Tl-IE FOLLOWING CHEMICAL ANALYSIS:
5% NITROGEN
3% PHOSPHORIC ACID
1% POTASH
PART 3
- tXECUTION
3.01 MAINTENANCE
A.GENERAL: PROPER MAINTENANCE, INCLUDING WATERING, WEEDI NG, MOWING. EDGING. FERTILIZATION.
AtPAIAING AND PAOTtCTION SHALL Bt REQUIRtD UNTIL tNTIAt PROJtCT IS FINALLY ACCEPTED, BUT IN ANY EVtNT FOR A PtRIOD OF NOT LtSS THAN THt SPtCl!=ltO LANDSCAPE; MAINTtNANCt PtRIOD.
8. WATtAING: WATtA APPAOPAIATEL Y (BASED ON PLANT TY Pt) TO INSUAt VIGOROUS AND HEAL THY GROWTH UNTIL WORK IS ACCEPTtD. WATtA QA IRRIGATE IN A MANNER TO PREVENT AUNOF!= QA tAOSION. WHEN
HAND WATERING, USE A WA TEA WAND TO BR
EAK THE WATER FORCE.
C.WEEDING: ENTIRt PROJECT SITle SHALL BE KEPT FREE OF WEEDS AT ALL TIMtS. CONTROL NEW WtED GROWTH WITH PRE-EMERGENT HERBICIDES. IF WEtOS OtVtLOP, ust LtGALL y APPROVED l-ltABICIDtS.
1. NO I-IEABICIDt SHALL BE USED WITHOUT Tl-It OWNER'S AtPAtSENT ATIVE PRIOR CONSENT. USE ONLY HERBICIDES IN ACCORDANCE; WITH MANUFACTURER'S RECOMMENDA TIONS. IF S!;UCTIVE HERBICIDES ARE
USED, EXTREME CAUTION SHALL Bt OBSERVED SO AS NOT TO DAMAGE ANY OTHER PLANTS. SPRAYING SHALL BE OONt ONLY UNDER WINDLESS CONDITIONS.
2. DIStASt AND PEST CONTROL: DIStASt AND INStCT DAMAGE SHALL BE CONTAOLLtO BY THE USt OF !=UNGICIDtS AND INStCTICIDES, SUBJtCT TO Tl-It PA!OA CONStNT OS:
THE OWNER'S REPRESENTATIVE.
RODENT MITIGATION SHALL BE ACCOMPLISHED USING LEGAL MtANS OTl-ltR THAN POISON BAITS.
D.PRUNING:
1. TAttS: PAUNt TREES TO SE:LECT AND DEVELOP PERMANtNT SCA!=FOLD BRANCHES; TO tllMINATE NARROW V-SI-IAPtO BRANCH FORKS THAT LACK STAt
NGTI-I: TO AtOUCE POTENTIAL TOPPLING AND WIND DAMAGE BY THINNING OUT CROWNS, TO MAINTAIN A NATURAL APP!;ARANCi;;: ANO TO BALANCE CROWN WITl-l AOOTS.
PRUNE ONLY AS DIRECTED BY THE OWN!;R'S REPRESENTATIVE.
2. SHRUBS: Tl-lE OBJECTIVES OF Sl-lRUB PRUNING AAt Tl-lt SAMt AS J:OA TREES. Sl-lAUBS Sl-lALL NOT Bt CUPPED INTO BALLED OR BOXtO !=ORMS UNLESS SUCH IS AEQUIAtD BY Tl-It DtSIGN
3. All PRUNING CUTS SHALL BE MADt TO LATERAL BRANCHleS, BUDS OR NtAR FLUSH WITH Tl-It TRUNK. "STUBBING" OR HEADING CUTS SHALL NOT BE PERMITTED.
4. ONLY SKILLfD WOAKtAS SHALL PtRFORM PRUNING WORK IN ACCORDANCE WITH STANDARD HORTICULTURAL PRUNING PRACTICtS. REMOVt !=ROM Tl-It PAOJtCT All PRUNED BAANCl-ltS ANO MATtRIAL. REMOVle AND AtPLACt ANY PLANT MATERIAL tXCtSSIVtLY PRUNED OR MALFORMED RESULTING FROM IMPROPER PRUNING PRACTICtS AT NO ADDITIONAL COST TO Tl-It OWNtA. t. STAKING: STAKtS SHALL RtMAIN IN PLACE THROUGH THE MAINTENANCE AND GUARANTY PtAIODS AND SHALL BE PERIODICALLY INSPECTED AND ADJUSTtO BY Tl-It CONTRACTOR TO PRtVtNT RUBBING THAT CAUSES BARK WOUNDS, LOOStN !=QA PROPtA GAOWTl-l QA OTl-ltR APPROPRIATE RtASONS.
F. PROTECTION: THE CONTRACTOR SHALL MAINTAIN PROTtCTION OF THE PLANTED AREAS. DAMAGED AREAS SHALL BE REPAIRED OR AtPLACED AT THE CONTRACTOR'S EXPENSE. INST All A TEMPORARY MAINTtNANCt !=tNCE J:"OATI-IE tNTIAt LENGTH OJ: LANDSCAPE MAINTENANCt PtAIOD AROUND All TUA!= ARtAS.
G.TAASI-I: AEMOVt TRASH IN ALL PROJECT AREAS PLUS ADJACENT PEDtSTRIAN WALKWAYS AND PARKING AREAS
H.REPLACEMENT: REFER TO THE GUARANTY PORTION OF THIS SECTION.
I. !=tATILIZING: NOTt:IN!=ORMATION PROVIDED BY THE SOIL ANALYSIS WILL DtTtAMlNE ANY NECESSARY ADJUSTMENTS TO THE BASf BID DIAtCT
IONS CONTAINED IN 1--lEAEIN. FERTILIZE All PLANTING AREAS WITH SPECIFIED MAINTENANCE !=tRTILIZER AT TWENTY (20) POUNDS PER 1.000 SQUARt !=ttT ON DAY 45 AND 85, THE OWNER'S LANDSCAPE MAINTENANCE CONTRACTOR Sl-lALL RtPtAT THt APPLICATION tVtRY 8-12 WEEKS, DEPENDING ON USAGt AND/OR DESIRED ltVtl 01= MAINTtNANCE.
3.02 IRRIGATION SYSTEM
A. SYSTEM OBSERVATION: Tl-lt CONTRACTOR SHALL VISUALLY CHECK All SYSTtMS J:"OA PROPER OPERATION ON A Wtt
KLY BASIS AND MAKt All NtCtSSAAY AtPAIRS. All EQUIPMtNT SHALL BE ADJUSTED AS NECESSARY FOR PAOPE:R COVERAGt AND !=UNCTION
B.CONTROLLERS: PROGRAM AUTOMATIC CONTROlltR PER THE CONTROLLER SCHtOULt PAOVIDtD BY Tl-lE LANDSCAPE ARCl-llTtCT OA CtATl!=ltD IRRIGATION AUDITOR AT Tl-It START OS: THE MAINTENANCE PtRIOD PERFORM A FULL INSTRUCTION StSSION IN Tl-It PAtStNCt OF Tl-It OWNERS DESIGNATED MAINTENANCE PtRSONNEL DtMONSTRATING PROGRAMMING, SYSTleM TtSTING, TROUBLE SHOOTING. ETC. INCLUDE INSTRUCTIONS ON HOW TO TURN OFF SYSTEM IN CASE OF tMERGENCY.
C. RE.PAI AS: All REPAIRS MADE TO THE IRRIGATION SYSTEM SHALL BE AT THE CONTRACTOR'S EXPtNSE. All REPAIRS SHALL BE MADt WITl-llN TWENTY-FOUR (24) HOURS.
3.03 l=ltLD QUALITY CONTROL
A. FINAL RtVIEW, AT, QA NEAR Tl-lt tND OF SPtCIFltO LANDSCAPt MAINTENANCE PtAIOD, Tl-lie CONTRACTOR SHALL MAKE WRITTEN REQUEST !=OR A !=INAL AEVltW AND Tl-It WORK SHALL St REVIEWED FOR
CONl=ORMANCE WITH THE CONSTRUCTION
DOCUMENTS. IF WORK IS NOT ACCEPTtO AT TIMt OF AtVIEW. A
PUNCH-LIST OF ITEMS REQUIRING ATTEN
TION WILL Bt ISSUED TO THE CONTRACTOR !=OA COAAtCTION. THE LANDSCAPt MAINTtNANCt PERIOD SHALL BE EXTENDtO AT CONTRACTOR'S SOLt COST AS NE.CtSSARY.
UPON COMPLETION OS: THE PUNCH-LIST Tl-lE CONTRACTOR SHALL AGAIN MA Kt WRITTEN RtQUtST FOR AEV!tW. I!=, UPON RE-VISITING THE SITE, IT IS !=OUND THAT Tl-IE PUNCH-LIST HAS NOT BE.EN COMPLETtO, Tl-It REVIEW SHALL END AND THE CONTRACTOR SHALL BE BACK-CHARGED !=OR All ADDITIONAL VISITS.
B. All At-INSPECTIONS REQUIRED out TO CONTRACTOR NOT BtlNG PREPARED QA NON-CONFORMANCE WITH THE CONSTRUCTION DOCUMtNTS SHALL Bt BACK CHARGED TO Tl-It CONTRACTOR.
C. FINAL ACCEPTANCt, WHEN WORK IS FOUND TO BE IN CONFORMANCt WITH THE CONTRACT DOCUMENTS, SUBJECT TO THE DISCRETION OS:
THE LANDSCAPE. ARCHITECT. A STATEMENT OF FINAL ACCtPT AN Ct Sl-lALL BE ISSUED TO Tl-lt CONTRACTOR.
tND OF StCTION
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4933-0737-7835 v2
Exhibit D
EXHIBIT D
Phase 2 Plans
226 of 534
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BENCHMARK
VICINITY MAP
SPECIAL NOTES
SITE INFORMATION
AGENCY APPROVALS
BASIS OF BEARING
GENERAL NOTES
ABBREVIATIONS
WDID# 5F24C406261
UTILITY CONTACTS WINTON PARKWAY
B STREET
F STREET
WORK AREA 2
PHASE 2
FROM B STREET TO F STREET
IN
LIVINGSTON, CALIFORNIA
WINTON PARKWAY IMPROVEMENTS
WORK AREA 1
Sheet List Table
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WINTON PARKWAY
B STREET
SYMBOLS LEGEND
F F
W
SSSD
W
LINETYPE LEGEND
LEGEND
CENTERLINE
CONSTRUCTION NOTES
PHASE 2PHASE 1
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MID HAMMETT LATERAL
WINTON PARKWAY
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B STREET
LEGEND
SIGNING AND STRIPING GENERAL NOTES
B STREET
F STREET
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B STREET
S.W.P.P.P. CONTROL CONSTRUCTION NOTES
GENERAL POLLUTION PREVENTION CONTROL NOTES
S.W.P.P.P. LEGEND
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230 of 534
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NOTE: A PDF COPY OF THE LATEST VERSION (2025) OF THE
CALTRANS STANDARD PLANS CAN BE DOWNLOADED AT:
https://dot.ca.gov/-/media/dot-media/programs/design/documents/2025-standard-plans-locked.pdf 1fi
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LEGEND (SHEETS E-1 & E-2 DNL Y)
EXISTWGTR,IJllCSIGWJ..CONOOIT
EXISTWG ITS COICUT
EXISTWGSER\IICEORSJREITUCHTINGCOICUT
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~-:SEDc~CY VEIICLE PRWIPTION DCTECTOR UtlT
fC;,q PROPOSED VIDEO DCTECOON ZONE (6' X ~• CENTERED
ONLANEUtl.ESSOTI-DWISENOTEO)
$NOON IN NX0RCWa WITH STATE STANCW!OS. IF
APPLIED TO CCt,UlUIT, CONOUCTORS S1W.L BE REMMO
NllBECOMETHEPROPERTYCFTHECONJRfCTOR.
If!) tlSfAl.1 CONDUIT INJO EXlSTWG PlJU BOX
REMCM:#IDSALVI.GE
p.o.s. o:rsm«• POINT OF SER\IICE
pee EXISflNGPHOroEI..ECJRICUNIT
R/W RIGHT OF' WAY
F~ mHER SYMBOLS REFER TO STATE STNIWlD DRAWINGS.
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EXISTING PHASE DIAGRAM
STEADY OEWANO SEQUENCE
EXISTING EMERGENCY VEHICLE PREEMPTION
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CONDUCTOR SCHEDULE
• NUMBER ltlllCA.TIOHS ARE Tl-£ 11.l&R OF CABLES WITl9f COtlUT.
All.CMILESARENEW
NOTES.
CONDUIT RIM IIJl&R AND SIZE GENERAL NOTES (SHEETS E-1 & E-2 ONLY)
1. THESE PLANS ARE ACCURATE FOR ELECTRICAL WORK ONLY.
2. ALl WORK SHALL COMPLY WITH THE 2025 EDffiON Of THE DEPARTMENT OF TR.t.NSPORTATION, STATE OF CALIFORNIA STANDARD Pl.ANS AND STANDARD SPECIFlCATIONS, THE LATEST EDITION Of THE CAUFORNlA MAHUAL ON UNIFORM TRAFFIC CONTROL DEVICES ANO THESE PROJECT PLANS.
3. AFTER ALL UNDERGROUND UTILITIES ARE MARKED, THE CONTRACTOR SHALL ESTABLISH LOCATIONS Of ALL TRAFFIC SIGNAL RELATED FACILITIES. THE CONTRACTOR SHALL THEN ARRANGE WITH THE ENGINEERING OMSION TO APPROVE THOSE LOCATIONS PRIOR TO THE START OF Nf'f WORK BElr.G PERFORMED.
4. ALL VEHICLE ANO PEOESTRINII SIGNAL INDICATIONS SHALL BE LIGHT EMITTING DIODE (LE.O.) MODULES. ALL VEHICLE SIGNAL GREEN LE.O. MODULES ANO GREEN ARROW LE.O. MODULES SHo\LL BE EQUIPPED WITH CLEAR (NON-TINTED) LENSES.
5. ALL VEHICLE SIGNAL SECTIONS SHALL BE 12~ IN DIAMETER ANO SHALL BE EQUIPPED WITH 8.\CKPLATES ANO TUNNEL VISORS.
6. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES, THEIR FACILITIES ANO ASSOCIATED EQUIPMENT. PROTECTION SHAU. BE PROVIDED PRIOR TO ANO DURING OEMOUTION. TRENCHING, EXCAVATION, JACKING, ANO BORING. CONTACT UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-24«, 48 HOURS PRIOR TO ANf WORK BEING PERFORMED.
7. PULL BOXES SHALL BE NO. 5(E) UNLESS OTHERWISE NOTED ON THE PLANS. ALL PULL BOXES SHALL HAVE OHE EXTENSION UNLESS OTHERWISE NOTED ON THE PLANS. ALL PULL BOXES WITH 4 OR MORE CONDUITS SfW...L BE f6E.
8. PULL BOXES INSTAU.EO IN NON-CONCRETE AREAS SHALL BE SURROUNDED B'f A 8" THICK B'f 12" WIDE CONCRETE COLLAR. PULL BOXES NEAR CURBS SHALL HAVE THEIR COLI.ARS ABUT THE BACK OF EXISTING CURBS TO PREVENT NARROW GRASS STRIPS BElWEEN CURBS ANO COLI.ARS.
9. THE CONTRACTOR SHALL FURNISH ANO INSTALL POLE NUMBERS ON LIGHTING STANDARDS. THESE NUMBERS SfW...L BE DETERMINED B'f PG&E ANO THESE POLE NUMBERS SHALL BE SHOWN ON THE AS-BUILT DRAWINGS.
10. ALL NEUTRAL CONDUCTOR INSULATION SHALL BE WHITE IN COLOR THROUGHOUT THEIR ENTIRE LENGTH. 11 . S£>.t. ALL CONDUITS WITH AN APPROVED DUCT S£>.t. ONCE ALL CONDUCTORS (CABLE ANO WIRE) HAVE BEEN INSTALLED.
12. TRAFFlC SIGHAL CONDUCTORS SHALL NOT BE SPLICED BETWEEN THE CONTROLLER CABINET ANO THE TERMINAL COMPARTMENT MOUNTED ON THE POLES. 1J. ALL TRAFFlC SIGNAL CONDUCTORS SHALL BE 14 AWG SOLID COPPER ANO SHAU. COMPLY WITH INTERNATIONAL MUNICIPAL SIGNAL ASSOCIATION (IMSA) SPECIFICATION NO. 20-1. 14. SINGLE CONDUCTOR WIRING SHALL BE OF STRANDED COPPER CONSTRUCTION WITH iHWN" TYPE INSULATION. ALL CONDUCTORS SHALL HAVE INSULATION COLORS APPROPRIATE TO THEIR USE ANO ALL APPLICABLE CODES. THE USE OF' COLORED PHASE TAPE IS NOT ALLOWED.
15. EXISTING VIDEO DETECTION CAMERAS SHAU. BE REMOVED ANO SALVAGED. CONTRACTOR SHAU. FURNISH ANO INSTALL A COMPLETE ANO FUNCTIONING TELEDYNE FUR TRAFFlC SOLUTIONS TRAFISENSE Al 632 S'ISTEM.
16. PRIOR TO ORDERING, CONTRACTOR SHALL CONFIRM THAT PROPOSED EQUIPMENT IS COWPATIBLE WITH EXISTING SYSTEWS. 17. ALL NEW PEDESTRIAN SIGNAL HEADS SHAU. BE THE NUMERICAL COUNTDOWN TYPE, PER CALTRANS STANDARD PLAN E'S-4B.
1. M.1. EXISTING CABLES ANO CONDUCTORS SHALL 8E REMCMO ANO BECOME Tl£ PROPERTY OF THE COHTRACTOR, WITHTl-1:EXCEPTIONOFSERVICECONOUCTORSTHATSHAU.ROUJN.
18. ALL SIGNAL STANDARDS WITH A PEDESTRIAN PUSH BUTTON SHALL BE LOCATED WITHIN 5 FEET OF THE NEAREST CROSSWALK/ACCESS RAMP.
2. AU. CM!l.ES AND CONDUCTORS ARE NEW UNLESS OTHERWISE NOTED.
3.NUMBERSINCffCLESREPRESENTEXISTINGc.a.EOOCONOUCTORSTOREliNI. ®
---
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EQUIPMENT SCHEDULE
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4933-0737-7835 v2
Exhibit E
EXHIBIT E
Cost Analysis
234 of 534
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APN: 02-010-021
RIVER GLEN MULTI-FAMILY
APN: 022-010-007
022-010-019 Parcel (APN) Total Area (SF) % Total
022-041-003 thru 010 28,340 17.6%
022-010-007 22,414 13.9%
022-010-018 32,545 20.2%
022-010-019 25,470 15.8% 022-010-021 52,307 32.5%
Total 161 ,076 100%
G ATEW'AV PRO.ECT, 23 043 HI H• 'MNTON PARKWAY IMPROVEMENTS 11/7/2025 - - - - OESCR1PTION, 1" = 50' ENGINEERING, INC.
CIVIL ENGINEERS I LAND SURVEYORS
P. 559-320-0344 1 F. 559-320-03451 WWW.GATEWAYENG.COM
405 PARK CREEK DRIVE, CLOVIS, CA 93611-4435
PROPORTIONAL COST SHARING
SHEET:
Of
235 of 534
SHE - City of Liv Cost Share
Parcel (APN) Total Area (SF) Total % Full Winton Split
Winton Parkway Total SHE - River Glen 022-010-021 52,307 32.5% 662,141.54 $ Hard Costs City of Livingston 022-041-003 thru 010, & 022-010-007, 018, 019 108,769 67.5% 1,376,880.20 $ Ashwood Contract - Phase 1 & 2 Combined 1,596,772.00 $ Total 161,076 100% 2,039,021.74 $ P&P Bond ( 1%) 15,967.72 $
PGE Pole Relocation - Contract 213,236.00 $ Ashwood Contract Allocations SHE - River Glen 518,951 $32.50%
Street Right of Way Acquisition City of Livingston 1,077,821 $67.50% Land Costs - Confirmed by JA 71,948.90 $ Total Contract Amount 1,596,772 $100.00% Soft Costs
Engineering / Design 10,000.00 $ Split among All Frontage OwnersLandscape Design 6,515.00 $ Parcel (APN) Total Area (SF) Total % Full Winton Split Traffic Engineer Contract 18,500.00 $ City of Livingston 022-041-003 thru 010 28,340 17.6% 358,749.14 $ Photometric Study Amendment 2,900.00 $ School District 022-010-007 22,414 13.9% 283,733.35 $PGE Engineer's Deposit 5,000.00 $ Diego Castillo/CA Real Estate 022-010-018 32,545 20.2% 411,979.21 $ Construction Testing/Inspections 25,000.00 $ Harvey Galvan 022-010-019 25,470 15.8% 322,418.51 $ Staking/Surveying 30,000.00 $ SHE - River Glen 022-010-021 52,307 32.5% 662,141.54 $ Encroachment Permit Fee 1,307.05 $ Total 161,076 100% 2,039,021.74 $ Grading Permit Fee 71,689.07 $Phase 1 Grading Permit Deposit (29,814.00) $ Total 2,039,021.74 $
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Exhibit F
EXHIBIT F
Documentation Required by City Pursuant to Sections 3 (e) (i)
1. Approved Improvement Plans
2. Insurance Certificates
3. Engineer's Estimate
4. Warranty Bond in amount of ten percent (10%) of the Engineer's Estimate
5. Encroachment and Grading Permits for work in public right of way.
6. Application and Certificate for Payment
7. Hard Costs Breakdown
8. Conditional Waiver and Release Upon Progress Payment 237 of 534
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Exhibit G
EXHIBIT G
Documentation Required by City Pursuant to Section 3(e)(ii) to Request Notice of Completion
1. Developer Request Letter for Determination of Completeness (“DOC”)
2. Contractor Substantial Completion Letter
3. Civil Engineer Completion Notice
4. Geotechnical Engineer Completion Letter
5. Landscape Architect Completion Notice
6. City Final Punch-list Approval
7. Utility Conformance Letter (as applicable)
8. As-Built Plan Approval
9. Survey Monuments
10. Test Reports
11. Joint Trench Conduits mandrel test (as applicable)
12. Confirmation of Removal of all Non-Compliance Reports (“NCR”)
13. Confirmation of all Change Orders/Instructional Bulletins
14. Confirmation from City that Spare Parts have been provided (as applicable)
15. Operation and Maintenance Manuals (as applicable)
16. DOC Recommendation from Public Works
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Exhibit H
EXHIBIT H
Documentation Required by City Pursuant to Section 3(e)(iii) to Request Confirmation of Compliance by Public Works Director
1. Developer Request for Confirmation of Compliance Letter
2. Lien Notification to General Contractor and Subs
3. Utility Bill of Sale (as applicable)
4. 3rd Party Reimbursement Checks-Copies
5. Assignment of Warranties and Guaranties
6. License Agreements (as applicable)
7. Mechanic's Lien Guarantee
8. Documentation of request to the City to accept the Interim Improvements 239 of 534
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Exhibit I
EXHIBIT I
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:
THAT WHEREAS, the City of Livingston (hereinafter referred to as “City”) has awarded to ____________________, (hereinafter referred to as the “Contractor”) an agreement for ______________________________ (hereinafter referred to as the “Project”).
WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.
NOW, THEREFORE, we, _______________, the undersigned Contractor and _____________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ___________________________ DOLLARS, ($____________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship, Surety shall undertake and faithfully fulfill all such obligations. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.
Whenever Contractor shall be, and is declared by the City to be, in default under the 240 of 534
4933-0737-7835 v2
Exhibit I
Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. (3) Permit the City to complete the Project in any manner consistent with local, California and federal law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.
Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.
The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.
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Exhibit I
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__).
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal)
Surety
By
Attorney-in-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.
(Attach Attorney-in-Fact Certificate) Title
The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)
THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety)
(Name and Address of Agent or
Representative for service of
process in California, if different
from above)
(Telephone number of Surety and
Agent or Representative for service
of process in California)
NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.
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Exhibit I
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
ALL-PURPOSE ACKNOWLEDGMENT NOTARY FOR CALIFORNIA
STATE OF CALIFORNIA )
COUNTY OF __________ )
On ____________________, 20__, before me,
Date Name And Title Of Officer (e.g. “Jane Doe, Notary Public”) personally appeared , Name of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though this section is optional, completing this information can deter alternation of the document or fraudulent reattachment of this form to an unintended document.
CAPACIT(IES) CLAIMED BY SIGNER(S) DESCRIPTION OF ATTACHED DOCUMENT Signer's Name:
¨ Individual
¨ Corporate Officer
Title(s) Title or Type of Document
¨ Partner(s) ¨ Limited
¨ General
¨ Attorney-In-Fact Number Of Pages
¨ Trustee(s)
¨ Guardian/Conservator
¨ Other:
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Exhibit I
Signer is representing:
Name Of Person(s) Or Entity(ies)
Date Of Document
Signer(s) Other Than Named Above
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EXHIBIT J
Warranty Bond
(Chapter 5, Division 2, Title 7 of California Government Code) Bond no. _______
WHEREAS, the CITY OF LIVINGSTON, a California municipal corporation (“Owner”), has approved the Phase 1 and Phase 2 Winton Parkway Improvement Plans, prepared by Gateway Engineering, Inc. and dated March 23, 2026 and April 23, 2026, respectively (“Improvement Plans”), which improvements described therein are required to be constructed as set forth in that certain Public Improvement and Reimbursement Agreement dated __________, 2026, by and between the City of Livingston (“City”), Livingston B Street, LP (“Owner”), Self-Help Enterprises (“SHE”) and ________________ (“Developer”) (“Agreement”); and
WHEREAS, Developer is required to furnish a warranty bond in connection with maintenance and repair of the improvements shown on said Improvement Plans after their completion and acceptance by Owner in the amount of ten percent (10%) of the [Engineer’s Estimate] (as said term is defined in the Agreement) ($____________) (“Penal Sum”) as security for the warranty of the accepted improvements for a period of one (1) year beginning when the City accepts the improvements; and
WHEREAS, this Bond consists of this page and the Bond Terms And Conditions, Paragraphs 1 through 14, attached to this page.
NOW, THEREFORE, we the undersigned Developer and, ______________________, as Surety are held and firmly bound unto the sum of _____________________dollars ($________________________) to be paid to the City, for which payment, we bind ourselves, jointly and severally.
[Signature Pages to Follow]
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Dated: ____________, ____
Correspondence or claims relating to this
bond should be sent to the Surety at the
following address:
__________________________
__________________________
__________________________
DEVELOPER:
[***INSERT NAME***],
a [***INSERT ENTITY***]
,
[***INSERT NAME***]
a [***INSERT ENTITY***]
By __________________________________
Name:
Title:
By __________________________________
Name:
Title:
SURETY:
[insert name of Surety]
By: _____________________________________
Attorney-in-fact
Note: Signature of those executing for the Surety must be properly acknowledged, and a power of attorney attached. 246 of 534
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ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA )
)
COUNTY OF ______________ )
On ___________________, 2026 before me, ______________________________________, (insert name of notary)
Notary Public, personally appeared ______________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature: ___________________________________ (Seal)
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WARRANTY BOND TERMS AND CONDITIONS
1. Developer and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to Owner for the complete and proper performance of the Agreement, which is incorporated herein by reference.
2. If Developer completely and properly performs all of its obligations under the Agreement, Surety and Developer shall have no obligation under this Bond.
3. If there is no Owner Default, Surety’s obligation under this Bond shall arise after:
3.1 Owner provides Surety with written notice that Owner has declared a default under the Agreement pursuant to the terms of the Agreement.
4. When Owner has satisfied the conditions of Paragraph 3 above, Surety shall promptly (within forty (40) days) and at Surety’s expense elect to take one of the following actions:
4.1 Arrange for Developer, with the consent of Owner, to perform and complete the Agreement (but Owner may withhold consent, in which case the Surety must elect an option described in Paragraphs 4.2, 4.3 or 4.4 below); or
4.2 Undertake to perform and complete the Agreement itself, through its agents or through independent contractors or construction entities; provided, that Surety may not select Developer as its agent or independent contractor or Developer without Owner’s consent; or
4.3 Undertake to perform and complete the Agreement by obtaining bids from qualified contractors or Construction entities acceptable to Owner for a contract for performance and completion of the Agreement and, upon determination by Owner of the lowest responsive and responsible Bidder, arrange for a contract to be prepared for execution by Surety and the contractor or Developer selected with Owner’s concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Agreement; or
4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor or Developer, and with reasonable promptness under the circumstances and, after investigation and consultation with Owner, determine in good faith its monetary obligation to Owner under Paragraph 6 below, for the performance and completion of the Agreement and, as soon as practicable after the amount is determined, tender payment therefor to Owner with full explanation of the payment’s calculation. If Owner accepts Surety’s tender under this Paragraph 4.4, Owner may still hold Surety liable for future damages then unknown or unliquidated resulting from the Developer’s default, as agreed by Owner and Surety at the time of tender. If Owner disputes the amount of Surety’s tender 248 of 534
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under this Paragraph 4.4, Owner may exercise all remedies available to it at law to enforce Surety’s liability under Paragraphs 6 and 7 below.
5. At all times Owner shall be entitled to enforce any remedy available to Owner at law or under the Agreement including, without limitation, and by way of example only, rights to perform work, protect Work, mitigate damages, advance critical Work to mitigate schedule delay, and coordinate Work with other consultants or contractors.
6. If Surety elects to act under Paragraphs 4.1, 4.2 or 4.3 above, within the time period provided in Paragraph 4, above, and complies with its obligations under this Bond, Surety’s obligations under this Bond are commensurate with Developer’s obligations under the Agreement. Surety’s obligations include, but are not limited to:
6.1 Developer’s obligations to complete the Agreement and correct defective Work;
6.2 Developer’s obligations to pay liquidated damages, if applicable; and
6.3 To the extent otherwise required of Developer under the Agreement, Developer’s obligations to pay additional legal, design professional, and other costs not included within liquidated damages resulting from Developer Default (but excluding attorney’s fees incurred to enforce this Bond).
7. If Surety does not elect to act under Paragraphs 4.1, 4.2, 4.3, or 4.4, above, within the time period provided in Paragraph 4, above, or comply with its obligations under this Bond, then Surety shall be deemed to be in default on this Bond ten Days after receipt of an additional written notice from Owner to Surety demanding that Surety perform its obligations under this Bond. Such Surety default shall be independent of the Developer Default. To the extent Surety’s independent default causes Owner to suffer damages including, but not limited to, delay damages, which are different from, or in addition to (but not duplicative of) damages which Owner is entitled to receive under the Agreement, Surety shall also be liable for such damages. In the event any Surety obligation following its independent default is inconsistent or conflicts with California Civil Code Section 2809, or any other law which either prohibits, restricts, limits or modifies in any way any obligation of a surety which is larger in amount or in any other respect more burdensome than that of the principal, Surety hereby waives the provisions of such laws to that extent.
8. If Surety elects to act under Paragraphs 4.1, 4.3 or 4.4 above, within the time period provided in Paragraph 4, above, and complies with all obligations under this Bond, Surety’s monetary obligation under this Bond is limited to the Penal Sum.
9. No right of action shall accrue on this Bond to any person or entity other than Owner or its successors or assigns.
10. Surety hereby waives notice of any change, alteration or addition to the Agreement or to related subcontracts, design agreements, purchase orders and other obligations, including changes of time, and of any Owner action in accordance with Paragraph 5 above. Surety consents to all terms of the Agreement, including provisions on changes to the Agreement. No extension of time, change, alteration, modification, deletion, or addition 249 of 534
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to the Agreement, Plans and Specifications, or of the work (including services) required thereunder, or any Owner action in accordance with Paragraph 5 above shall release or exonerate Surety on this Bond or in any way affect the obligations of Surety on this Bond, unless such action is an Owner Default.
11. Any proceeding, legal or equitable, under this Bond shall be instituted in any court of competent jurisdiction where a proceeding is pending between Owner and Developer regarding the Agreement, or in the courts of the County of San Mateo, or in a court of competent jurisdiction in the location in which the work is located.
12. All notices to Surety or Developer shall be mailed or delivered (at the address set forth on the signature page of this Bond), and all notices to Owner shall be mailed or delivered as provided in the Agreement. Actual receipt of notice by Surety, Owner or Developer, however accomplished, shall be sufficient compliance as of the date received at the foregoing addresses.
13. Any provision in this Bond conflicting with any statutory or regulatory requirement shall be deemed deleted here from and provisions conforming to such statutory requirement shall be deemed incorporated herein.
14. Definitions
14.1 Agreement: That certain Public Improvement Agreement dated __________, 2023, by and between Developer and Owner, including any amendments or addenda thereto.
14.2 Developer Default: Material failure of Developer, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Agreement.
14.3 Owner Default: Material failure of Owner, which has neither been remedied nor waived, to perform material terms of the Agreement, if such failure is the cause of the asserted Developer Default.
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EXHIBIT K
PAYMENT BOND
KNOW ALL PERSONS BY THESE PRESENTS, that
WHEREAS, the City of Livingston, a California municipal corporation, hereinafter referred to as the “City” and ___________________________________________, (“Principal”) have entered into the certain Public Improvement and Reimbursement Agreement dated _________ (“Reimbursement Agreement”) for the Winton Parkway Extension Project (“Project”); and WHEREAS, City and Principal have engaged Self-Help Enterprises for the construction of the Project; and
WHEREAS, as a direct beneficiary of the Project, Principal has agreed to provide a financial contribution in the amount of ______________________, representing approximately _____% of the total Project costs as further outlined in the Reimbursement Agreement; WHEREAS, Principal is required to furnish a payment bond in connection with the Reimbursement Agreement; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.
NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the District in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code Section 9100, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Revenue and Taxation Code Section 18663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the District in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.
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4933-0737-7835 v2
This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond.
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or the District and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Civil Code Section 9100, and has not been paid the full amount of his claim.
The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract to be performed thereunder, shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of Contract, including but not limited to, the provisions of Sections 2819 and 2845 of the California Civil Code.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 2026.
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title
252 of 534
4933-0737-7835 v2
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF ______________
On , 2026, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:
Signer is representing:
Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal. 253 of 534
4933-0737-7835 v2
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF ______________
On , 2026, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:
Signer is representing:
Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached.
END OF SECTION
END OF DOCUMENT
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1 STAFF REPORT
AGENDA ITEM: Resolution Nominating Diego Castillo to the Measure V Citizens Oversight Committee.
MEETING DATE: June 16, 2026
PREPARED BY: Jose A. Ramirez City Manager
RECOMMENDATION:
Staff recommends that the City Council adopt a resolution nominating Diego Castillo to the Measure V Citizens Oversight Committee.
BACKGROUND:
On November 8, 2016, the voters of Merced County adopted a 30-year 1/2 cent sales tax, the proceeds of which are dedicated to transportation and related infrastructure projects. That tax is estimated to generate $15,000,000 in new revenue annually. The Merced County Association of Governments (“MCAG”) is responsible for the administration of the program. Additionally, there is a Measure V Citizens Oversight Committee that is responsible for assessing the program’s consistency with the voter-approved Transportation Expenditure Plan.
DISCUSSION:
The Measure V Citizen Oversight Committee is comprised of 14 members. Out of the 14 members, 7 must fill specific roles, such as a representative of the building industry and a representative of the agriculture industry. Those 7 members are appointed directly by the MCAG Board. The 7 remaining members are nominated by the jurisdictions within Merced County. Each city in Merced County, and the County itself, may nominate 1 person for appointment by MCAG to the Measure V Citizen Oversight Committee.
To serve on the Measure V Citizen Oversight Committee, an individual must be:
1. A United States Citizen at least 18 years of age or older;
2. A resident of Merced County; and
3. Not an elected official or a public employee of any state, county or local agency.
All members of the Measure V Citizens Oversight Committee will be required to submit statements of financial disclosure to the Fair Political Practices Committee. Members will serve 2-year terms, with no member serving more than 8 total years on the Committee. However, during the first 2 years of the Committee, 7 members will be randomly selected to serve 1-year terms, in order to stagger member terms going forward.
The City’s nomination will be submitted to MCAG for formal appointment to the Committee. 255 of 534
2 FISCAL IMPACT:
None.
ATTACHMENTS:
1. Resolution
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1 RESOLUTION NO. 2026-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON
NOMINATING DIEGO CASTILLO TO THE
MEASURE V CITIZENS OVERSIGHT COMMITTEE
WHEREAS, on November 8, 2016, the voters of Merced County adopted a thirty (30) year one-half (1/2) cent sales tax, the proceeds of which are dedicated to transportation and related infrastructure projects; and
WHEREAS, that tax is estimated to generate fifteen million dollars ($15,000,000) in new revenue annually, and the Merced County Association of Governments (“MCAG”) is responsible for the administration of the program; and
WHEREAS, the Measure V Citizens Oversight Committee is responsible for assessing the program’s consistency with the voter-approved Transportation Expenditure Plan; and
WHEREAS, the Measure V Citizens Oversight Committee is comprised of fourteen (14) members; and
WHEREAS, each city within Merced County is entitled to nominate one (1) individual for appointment by MCAG to the Measure V Citizens Oversight Committee; and WHEREAS, the City Council has determined that Diego Castillo is a qualified individual and is eligible to serve on the Measure V Citizens Oversight Committee.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Livingston as follows:
1. The City Council hereby nominates Diego Castillo for appointment to the Measure V Citizens Oversight Committee.
2. The City Manager, or his designee, is hereby authorized and directed to take the action necessary to notify MCAG of this nomination.
3. This Resolution shall take effect immediately after its passage.
I hereby certify that the foregoing Resolution No. 2026-___ is a full, true and correct copy of a resolution duly passed and adopted by the City Council of the City of Livingston at a regular meeting thereof duly held on the 16th day of June 2026, by the vote recorded as follows:
AYES:
NOES:
ABSENT:
ABSTAIN:
By:
Jose A. Moran, Mayor
of City of Livingston
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2 ATTEST
_______________________________
Monica Cisneros, Deputy City Clerk
APPROVED AS TO LEGAL FORM
________________________
City Attorney or Assistant City Attorney
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STAFF REPORT
AGENDA: Introduce And Waive The First Reading Of An Ordinance Of The City Council Of The City Of Livingston Amending Chapter 1-11, Of Title 1 Of The Livingston Municipal Code Related To Purchase Policies And Procedures And Schedule A Second Reading For July 7, 2026.
DATE: June 16, 2026
PREPARED BY: Maria Sullivan, Assistant City Attorney
Jose A. Ramirez, City Manager
REVIEWED: Jose A. Ramirez, City Manager
RECOMMENDATION:
Staff recommends that the City Council introduce and waive the first reading of an Ordinance of the City Council of the City of Livingston Amending Chapter 1-11, of Title 1 of the Livingston Municipal Code related to Purchase Policies and Procedures and schedule a second reading for July 7, 2026.
BACKGROUND:
The Livingston Municipal Code (“LMC”) Chapter 1-11, Purchase Policies and Procedures, has not been comprehensively updated since its adoption in 1987. Inflation, changes in market conditions, advancements in municipal best practices, and evolving legal and audit requirements have rendered many provisions of the original code outdated.
The City desires to modernize and amend LMC Chapter 1-11 to clarify approval limits, strengthen competitive procurement, codify audit and transparency measures, and prevent practices that could result in audit findings or undermine public confidence. The City also wishes to update the procedures for executing contracts, including authority to sign, to ensure that all contracts are executed efficiently, with proper legal review, and in compliance with state law.
Accordingly, staff recommends amending the City’s existing purchase policies and procedures ordinance to align with the City’s commitment to transparent, ethical, and accountable financial management consistent with the Government Code and Public Contract Code.
ANALYSIS:
The amendment includes several substantive updates to the existing ordinance, including the following:
1) Adds language outlining legal prohibition on splitting or segmenting related purchases, contracts, or projects to increase transparency and accountability. 2) Limits exceptions to specifically enumerated circumstances (emergency purchasing, sole source, best value, cooperative purchasing, and supplies at or under $5000).
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3) Adopts a three-tiered approval structure (director, city manager, city council), to streamline processes and implement consistent application. 4) Defines when open-market purchasing applies, when informal competitive quotes are required, and when formal bidding and City Council approval are required, and sets out the applicable procedures for each.
5) Removes professional services from bidding exemptions and places them under defined terms and approval limits and consolidates contract execution requirements and signature authority in compliance with Government Code Section 40602.
ENVIRONMENTAL ANALYSIS:
This action is exempt from the California Environmental Quality Act (“CEQA”) as it does not qualify as a “project” pursuant to Public Resource Code Section 21065 and CEQA Guidelines Sections 15320, 15378 and 15061(b)(3) because it can be seen with certainty that there is no possibility the City’s action would cause either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment.
FISCAL IMPACT/FUNDING SOURCE:
There is no fiscal impact associated with this item.
ATTACHMENTS:
1. Ordinance
2. Redlined Ordinance Amendments.
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ORDINANCE NO. 2026-
AN ORDINANCE OF THE LIVINGSTON CITY COUNCIL AMENDING
LIVINGSTON MUNICIPAL CODE CHAPTER 1-11 TO ESTABLISH
UPDATED PROCUREMENT AND CONTRACT EXECUTION POLICIES
AND PROCEDURES
WHEREAS, Livingston Municipal Code (“LMC”) Chapter 1-11 (Purchase Policies and Procedures) has not been comprehensively updated since its adoption in 1987; WHEREAS, inflation, changes in marketplace conditions, advancements in municipal best practices, and evolving legal and audit requirements have rendered many provisions of the original code outdated for present-day needs;
WHEREAS, the City Council finds that the modernization of purchasing and contracting policies is essential to ensure the efficient, transparent, and accountable management of public funds and is responsive to current fiscal realities, legal obligations, and community expectations;
WHEREAS, the City desires to modernize and amend LMC Chapter 1-11 to clarify approval limits, strengthen competitive procurement, codify audit and transparency measures, and prevent practices that could result in audit findings or undermine public confidence; WHEREAS, the City Council also seeks to amend LMC Chapter 1-11 to clarify and update the procedures for executing contracts, including authority to sign, form requirements, and compliance with Government Code § 40602, to ensure all contracts are executed efficiently, with proper legal review, and in accordance with state law; and WHEREAS, the City affirms its commitment to transparent, ethical, and accountable financial management consistent with the Government Code and Public Contract Code.
THE CITY COUNCIL OF THE CITY OF LIVINGSTON DOES ORDAIN AS FOLLOWS:
Section 1. Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance by reference.
Section 2. Amendment. LMC Chapter 1-11 is amended in its entirety to read as follows:
“Chapter 11: Purchasing and Signature Authority
§ 1-11-1 PURPOSE.
The purpose of this chapter is to establish efficient, transparent, and accountable procedures for the purchase of supplies, materials, equipment, and services for the City; to exercise financial control over public expenditures; to promote competition and best value in municipal purchasing; to prevent fraud, waste, and abuse; and to ensure compliance with applicable laws, ethical standards, and audit requirements. § 1-11-2 DEFINITIONS.
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Unless the contrary is stated or clearly appears from the context, the following definitions will govern the construction of the words and phrases used in this chapter:
(A)"Contract" may include a purchase order or professional services agreement as the context may dictate.
(B)"General services" means services that are manual or routine in nature as opposed to services that are predominately intellectual and varied in character or require specialized knowledge of an advanced type generally acquired from study at an institution of higher learning.
(C)"Professional services" means those services provided to the city by independent consultants that are predominantly intellectual and varied in character – as opposed to manual or routine in nature – which require specialized knowledge of an advanced type generally acquired from study at an institution of higher learning, and entail the exercise of a wide degree of discretion and judgment when performing the services (e.g., lawyers, engineers, architects, certified public accountants and land-use planners).
(D)"Purchase" includes renting, leasing, purchasing, licensing, or a trade of supplies. (E)"Supplies" includes general services; equipment; materials; goods, parts; miscellaneous commodities; and other office supplies. "Supplies" does not include professional services.
§ 1-11-3 PURCHASING AGENT.
The city manager is designated as the city's purchasing agent. The city manager may delegate purchasing agent responsibilities to another appointed agent in writing. Supplies for city departments must be purchased in accordance with this code, any administrative regulations promulgated pursuant to this chapter, and such additional regulations that the city council may adopt by written resolution. The duties of the purchasing agent may be combined with those of any other office or position and include, without limitation, the following:
(A) Purchasing or contracting for supplies required by any department. (B) Promulgating administrative policies and procedures to implement the purposes of this chapter as approved by the city manager in writing. (C)Facilitating the inspection of all supplies purchased under this chapter to determine their quality and ensure conformance with city specifications. (D)Recommending the transfer of surplus or unused supplies and equipment between departments as needed.
(E) Selling or disposing of supplies cannot be used by any department or which have become unsuitable for city use.
(F) Performing such other tasks as may be necessary for the proper conduct of purchasing of supplies.
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§ 1-11-4 PROCUREMENT THRESHOLDS AND APPROVAL REQUIREMENTS.
Amount per purchase or
contract
Approval authority Competitive process required
$0-$5,000 Director or designee Open market; no formal bid required (see § 1-11-5(E))
$5,001-$50,000 City Manager or designee At least three quotes or proposals (verbal or written);
see § 1-11-6(A)-(C)
Above $50,000 City Council Formal bidding; Council
approval required (see § 1-
11-7(A)-(E))
Approval thresholds in this chapter apply on a per contract basis. Splitting or segmenting a single requirement, project, or purchase into multiple transactions for the purposes of circumventing these thresholds is strictly prohibited. See § 1-11-10 § 1-11-5 EXCEPTIONS TO BIDDING.
Bidding is not required for the following:
(A) Emergency Purchasing. During a declared state of local emergency, bidding is not required. The city manager must provide a report to the city council in accordance with applicable law regarding such emergency purchases. (B) Sole source. When the supply can be obtained from only one vendor or there are circumstances demonstrating only one vendor is best qualified to provide the supply. (C)Best Value. The city manager may select the lowest responsible bidder based on objective criteria for evaluating the qualifications of bidders with the resulting selection representing the best combination of price and qualifications along with the nature of the goods, supplies, or equipment.
(D)Cooperative Purchasing. Where the purchasing agent identifies a cooperative competitive bidding procedure, being prepared by and processed through another local, state, or federal governmental agency, the purchasing agent may join into an existing written purchase contract through a competitive bidding process prepared by and awarded by another local, state or federal governmental agency. (E) Supplies $5,000 or less. Purchases made for supplies with an estimated value $5,000 or less may be purchased on the open market without bidding requirements, provided such purchases are not intentionally split or segmented to avoid competitive bidding (see § 1-11-10 Segmentation Prohibited). § 1-11-6 BIDDING.
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Purchases for supplies with an estimated value more than $5,000 and up to $50,000 require the following, unless such purchases are intentionally split or segmented from a larger project, purchase, or requirement for the purpose of avoiding the competitive bidding requirements of this section (see § 1-11-10 Segmentation Prohibited):
(A) Purchases must, whenever possible, be based upon at least three bids and be awarded to the lowest responsible bidder.
(B) Bids may be obtained either verbally or in writing. (C)Department directors, or designee, may solicit proposals for such supplies. (D)The city manager may require that supplies purchased pursuant to this section be formally bid and awarded. Before requiring such bidding, the city manager must promulgate administrative policies and procedures, in a form approved by the city attorney, establishing such formal bidding procedures.
§ 1-11-7 PURCHASING ABOVE $50,000.
Any single purchase or contract for supplies over $50,000, or multiple related purchases or contracts intentionally split to avoid the $50,000 threshold, must comply with the following formal process:
(A) Notice Inviting Bids. Notices inviting informal bids must be posted at City Hall distributed (either electronically or otherwise) at least ten days before the deadline for submitting bids to all vendors on the city's list for the supplies being sought and to such other vendors as the purchasing agent deems appropriate. The notice soliciting bids must describe the supplies needed in general and generic terms, identify security required for the bid, how bid specifications can be obtained, and designate the deadline and place for submitting informal bids. The purchasing agent is responsible for soliciting sealed bids from all responsible prospective vendors whose names are on the bidders' list maintained by the requesting department. (B) Bidder's Security. The purchasing agent may require bidders to secure bids and performance in a manner approved by the purchasing agent and in a form approved by the city attorney. Unsuccessful bidders are entitled to the return of bid security within sixty days after the date of the award. When deemed necessary by the purchasing agent, bidders' security may be prescribed in the notices inviting bids.
Bidders are entitled to return of bid security; provided, that a successful bidder forfeits his or her bid security upon refusal or failure to execute the contract within ten days after the notice of award of contract has been mailed, unless the city is responsible for the delay. If a successful bidder refuses to comply with, or fails to execute, a contract issued by the city within ten days after being awarded the contract, the city may cancel the award and retain any bid security. Compliance with contract requirements includes, without limitation, submission of insurance documentation. Should this occur, the city council may award the contract to the next lowest responsible bidder.
(C)Performance Bonds. The city council or purchasing agent may require a performance bond in an amount reasonably necessary to protect the best interests 264 of 534
of the city. If the city council or purchasing agent requires a performance bond, the form and amount of the bond will be described in the notice inviting bids. (D)Bid Opening Procedure. Sealed bids must be submitted to the purchasing agent in an envelope clearly marked as a bid along with the bidder's name and project number written on the outside. The purchasing agent will open properly submitted bids at the time and place stated in the notice inviting bids. A written record and tabulation must be made at the time all bids are received and then opened. Bids received after the time specified in the notice inviting bids will not be accepted. (E) Council Approval. All bids received as part of the formal bidding process must be submitted to the city council by the purchasing agent. The city council may reject all bids or award the purchase contract to the best qualified bidder whose bid or proposal fulfills the purpose intended according to criteria designated in the solicitation, provided that the contract award amount is within the unencumbered appropriation for that item. The city council may waive any minor bid irregularities. If the city does not receive any bids, the city council may:
1. Abandon the purchase;
2. Authorize rebidding the purchase on an informal basis; or
3. Authorize purchasing the supplies on a direct negotiated contract. (F) Tie Bids. If two or more bids received are for the same total amount or unit price, quality and service being equal, the city council may accept one of them or accept the lowest bid made by negotiation with the tie bidders at the time of or after the bid opening.
§ 1-11-8 LOWEST RESPONSIBLE BIDDER.
(A) For the purposes of this chapter, in addition to price, "lowest responsible bidder" will be determined based on consideration of the following factors:
1. The ability, capacity and skill of the bidder to perform the contract or provide the supplies;
2. Whether the bidder has the facilities to perform the contract or provide the supplies promptly, or within the time specified, without delay or interference;
3. The character, integrity, reputation, judgment, experience and efficiency of the bidder;
4. The bidder's record or performance of previous contracts or services;
5. The previous and existing compliance by the bidder with laws and ordinances relating to the contract;
6. The sufficiency of the financial resources and ability of the bidder to perform the contract; and
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7. The quality, availability and adaptability of the supplies to the particular use required.
(B) In addition to the foregoing, for the purpose of calculating the lowest responsible bidder, preference will be awarded to local vendors, when the following criteria are met:
1. The vendor is a person or legal entity with a place of business within the city and a valid current business license issued by the city; and
2. The difference between bids from the local vendor and those outside the city is less than the current sales tax benefit the city would receive. § 1-11-9 PROFESSIONAL SERVICES.
The city manager may contract for professional services in an amount not to exceed $50,000 dollars. Professional services estimated to cost more than $50,000 must be approved by the city council. The manner by which all professional services are selected and contracted may be governed by administrative policy and procedures promulgated by the city manager and approved as to form by the city attorney.
§ 1-11-10 SEGMENTATION PROHIBITED.
It is a violation of this chapter to knowingly take action to separate purchases, contracts, projects, or requirements into smaller units or segments solely for the purpose of evading the competitive formal or informal bidding requirements and approval thresholds set forth in this chapter. Any such related or artificially divided transactions shall be aggregated for approval, threshold, and bidding purposes.
§ 1-11-11 EMPLOYMENT CONTRACTS.
This Chapter does not apply to the employment of any person by the City at a regular salary. § 1-11-12 EXECUTION OF CONTRACTS.
(A) Generally. The city is not bound by any contract unless the contract is in writing, approved as to form by the city attorney, and signed on behalf of the city by an officer or officers as set forth in this chapter. Any such officer must sign a contract on the city's behalf when directed to do so by the city council. No contract will be considered executed or binding unless these requirements are satisfied. (B) City council authority. Unless otherwise provided in this code, a resolution, or ordinance, the city council must approve all contracts and direct the mayor, or other officer, to sign a contract on the city's behalf.
(C)Emergency contracting. In the event of a declared state of emergency, the city manager may bind the city, with or without a written contract, for the acquisition of equipment, materials, supplies, labor, services or other items. 266 of 534
(D)Signature authority. In accordance with Government Code § 40602, the following officers are authorized to sign contracts on the city’s behalf:
1. The mayor or, in the mayor's absence, the mayor pro tem;
2. The city manager when directed to do so by the city council, resolution, ordinance, or any provision of this code;
3. The city attorney when directed to do so by the city council, to retain special counsel, retain expert witnesses in anticipation;
4. The city manager for contracts not to exceed $50,000 or those negotiated pursuant to § 1-21-4(A); and
5. Directors for contracts not to exceed $5,000.”
Section 3. Construction. This Ordinance must be broadly construed to achieve the purposes stated in this Ordinance. It is the City Council’s intent that the provisions of this Ordinance be interpreted or implemented by the City and others in a manner that facilitates the purposes set forth in this Ordinance.
Section 4. Enforceability. Repeal of any provision of the Livingston Municipal Code does not affect any penalty, forfeiture, or liability incurred before, or preclude prosecution and imposition of penalties for any violation occurring before this Ordinance’s effective date. Any such repealed part will remain in full force and effect for sustaining action or prosecuting violations occurring before the effective date of this Ordinance.
Section 5. Electronic Signatures. This Ordinance may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.
Section 6. Severability. If any part of this Ordinance or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalidity will not affect the effectiveness of the remaining provision or application and, to this end, the provisions of this Ordinance are severable.
Section 7. Recordation; Validity of Previous Code Sections. If this entire Ordinance or its application is deemed invalid by a court of competent jurisdiction, any repeal or amendment of the AMC or other city ordinance by this Ordinance will be rendered void and cause such previous AMC provision or other the city ordinance to remain in full force and effect for all purposes.
Section 8. Environmental Assessment. The City Council finds that the adoption of this Ordinance constitutes a general policy and administrative activity of the City, and does not commit the City to any specific project, construction, purchase, or physical activity that may result in a direct or reasonably foreseeable indirect physical change in the environment. Accordingly, pursuant to California Environmental Quality Act (Public Resources Code §§ 21000, et seq., “CEQA”) and the regulations promulgated thereunder (14 California Code of Regulations §§ 15000, et seq., the “CEQA Guidelines”), CEQA Guidelines §§ 15060(c)(2), 15378(b)(2), and 15378(b)(5), the adoption of this ordinance is not a “project” subject to CEQA. Furthermore, even if the adoption of this Ordinance were deemed a “project,” it would be exempt from further environmental review under CEQA Guidelines § 15061(b)(3), as it can be seen with certainty that there is no possibility the adoption of this Ordinance will have a significant effect on the environment.
Section 9. Publication. The City Clerk is directed to certify the passage and adoption of this Ordinance; 267 of 534
cause it to be entered into the City of Livingston's book of original ordinances; make a note of the passage and adoption in the records of this meeting; and, within 15 days after the passage and adoption of this Ordinance, cause it to be published or posted in accordance with California law.
Section 10. Effective Date. This Ordinance will become effective 30 days after adoption.
Introduced:
Passed and Adopted:
_____________________________
JOSE MORAN, Mayor
of the City of Livingston
ATTEST:
State of California )
County of Merced )
City of Livingston )
I hereby certify that the foregoing Ordinance was duly introduced at a Regular Meeting of the City Council of the City of Livingston on the _____day of June 2026, and was passed and adopted at a Regular Meeting of the City Council of the City of Livingston on this ____ day of July 2026 by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________________
Monica Cisneros, Deputy City Clerk
of the City of Livingston
APPROVED AS TO LEGAL FORM
__________________________________
City Attorney or Assistant City Attorney
Of the City of Livingston
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ORDINANCE NO. 2026-
AN ORDINANCE OF THE LIVINGSTON CITY COUNCIL AMENDING
LIVINGSTON MUNICIPAL CODE CHAPTER 1-11 TO ESTABLISH
UPDATED PROCUREMENT AND CONTRACT EXECUTION POLICIES
AND PROCEDURES
WHEREAS, Livingston Municipal Code (“LMC”) Chapter 1-11 (Purchase Policies and Procedures) has not been comprehensively updated since its adoption in 1987; WHEREAS, inflation, changes in marketplace conditions, advancements in municipal best practices, and evolving legal and audit requirements have rendered many provisions of the original code outdated for present-day needs;
WHEREAS, the City Council finds that the modernization of purchasing and contracting policies is essential to ensure the efficient, transparent, and accountable management of public funds and is responsive to current fiscal realities, legal obligations, and community expectations;
WHEREAS, the City desires to modernize and amend LMC Chapter 1-11 to clarify approval limits, strengthen competitive procurement, codify audit and transparency measures, and prevent practices that could result in audit findings or undermine public confidence; WHEREAS, the City Council also seeks to amend LMC Chapter 1-11 to clarify and update the procedures for executing contracts, including authority to sign, form requirements, and compliance with Government Code § 40602, to ensure all contracts are executed efficiently, with proper legal review, and in accordance with state law; and WHEREAS, the City affirms its commitment to transparent, ethical, and accountable financial management consistent with the Government Code and Public Contract Code.
THE CITY COUNCIL OF THE CITY OF LIVINGSTON DOES ORDAIN AS FOLLOWS:
Section 1. Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance by reference.
Section 2. Amendment. LMC Chapter 1-11 is amended in its entirety to read as follows:
Chapter 11: Purchasing and Signature Authority
§ 1-11-1 AUTHORITY.
(A) In conformance with Cal. Gov’t Code Title 5, Division 2, Part 1, Chapter 5, Article 7, § 54203 the city shall adopt by ordinance, policies and procedures, including bidding regulations, governing purchases of supplies and equipment by the city.
(B) As per § 1-6-5(D) of this title, the authority is given for the establishment of a purchasing policy.
(Ord. 331, passed 5-19-1987)
§ 1-11-2 § 1-11-1 PURPOSE.
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The purchasing system is hereby established in order:
(A) To The purpose of this chapter is to establish efficient , transparent, and accountable procedures for the purchase of city supplies, materials, equipment , and contractual services at the lowest possible cost commensurate with quality neededfor the City; to exercise financial control over public expenditures; to promote competition and best value in municipal purchasing; to prevent fraud, waste, and abuse; and to ensure compliance with applicable laws, ethical standards, and audit requirements. § 1-11-2 DEFINITIONS.
Unless the contrary is stated or clearly appears from the context, the following definitions will govern the construction of the words and phrases used in this chapter:
(A) "Contract" may include a purchase order or professional services agreement as the context may dictate.
(B) "General services" means services that are manual or routine in nature as opposed to services that are predominately intellectual and varied in character or require specialized knowledge of an advanced type generally acquired from study at an institution of higher learning.
(C) "Professional services" means those services provided to the city by independent consultants that are predominantly intellectual and varied in character – as opposed to manual or routine in nature – which require specialized knowledge of an advanced type generally acquired from study at an institution of higher learning, and entail the exercise of a wide degree of discretion and judgment when performing the services (e.g., lawyers, engineers, architects, certified public accountants and land-use planners).
(D) "Purchase" includes renting, leasing, purchasing, licensing, or a trade of supplies. (E) "Supplies" includes general services; equipment; materials; goods, parts; miscellaneous commodities; and other office supplies. "Supplies" does not include professional services.
§ 1-11-3 PURCHASING AGENT.
The city manager is designated as the city's purchasing agent. The city manager may delegate purchasing agent responsibilities to another appointed agent in writing. Supplies for city departments must be purchased in accordance with this code, any administrative regulations promulgated pursuant to this chapter, and such additional regulations that the city council may adopt by written resolution. The duties of the purchasing agent may be combined with those of any other office or position and include, without limitation, the following:
(A) Purchasing or contracting for supplies required by any department. (B) Promulgating administrative policies and procedures to implement the purposes of this chapter as approved by the city manager in writing. (C) Facilitating the inspection of all supplies purchased under this chapter to determine 270 of 534
their quality and ensure conformance with city specifications. (D) Recommending the transfer of surplus or unused supplies and equipment between departments as needed.
(E) Selling or disposing of supplies cannot be used by any department or which have become unsuitable for city use.
(F) Performing such other tasks as may be necessary for the proper conduct of purchasing of supplies.
§ 1-11-4 PROCUREMENT THRESHOLDS AND APPROVAL REQUIREMENTS.
Amount per purchase or
contract
Approval authority Competitive process required
$0-$5,000 Director or designee Open market; no formal bid required (see § 1-11-5(E))
$5,001-$50,000 City Manager or designee At least three quotes or proposals (verbal or written);
see § 1-11-6(A)-(C)
Above $50,000 City Council Formal bidding; Council
approval required (see § 1-
11-7(A)-(E))
Approval thresholds in this chapter apply on a per contract basis. Splitting or segmenting a single requirement, project, or purchase into multiple transactions for the purposes of circumventing these thresholds is strictly prohibited. See § 1-11-10 § 1-11-5 EXCEPTIONS TO BIDDING.
Bidding is not required for the following:
(A) Emergency Purchasing. During a declared state of local emergency, bidding is not required. The city manager must provide a report to the city council in accordance with applicable law regarding such emergency purchases. (B) Sole source. When the supply can be obtained from only one vendor or there are circumstances demonstrating only one vendor is best qualified to provide the supply. (C) Best Value. The city manager may select the lowest responsible bidder based on objective criteria for evaluating the qualifications of bidders with the resulting selection representing the best combination of price and qualifications along with the nature of the goods, supplies, or equipment.
(D) Cooperative Purchasing. Where the purchasing agent identifies a cooperative 271 of 534
competitive bidding procedure, being prepared by and processed through another local, state, or federal governmental agency, the purchasing agent may join into an existing written purchase contract through a competitive bidding process prepared by and awarded by another local, state or federal governmental agency. (E) Supplies $5,000 or less. Purchases made for supplies with an estimated value $5,000 or less may be purchased on the open market without bidding requirements, provided such purchases are not intentionally split or segmented to avoid competitive bidding (see § 1-11-10 Segmentation Prohibited). § 1-11-6 BIDDING.
Purchases for supplies with an estimated value more than $5,000 and up to $50,000 require the following, unless such purchases are intentionally split or segmented from a larger project, purchase, or requirement for the purpose of avoiding the competitive bidding requirements of this section (see § 1-11-10 Segmentation Prohibited):
(A) Purchases must, whenever possible, be based upon at least three bids and be awarded to the lowest responsible bidder.
(B) Bids may be obtained either verbally or in writing. (C) Department directors, or designee, may solicit proposals for such supplies. (D) The city manager may require that supplies purchased pursuant to this section be formally bid and awarded. Before requiring such bidding, the city manager must promulgate administrative policies and procedures, in a form approved by the city attorney, establishing such formal bidding procedures.
§ 1-11-7 PURCHASING ABOVE $50,000.
Any single purchase or contract for supplies over $50,000, or multiple related purchases or contracts intentionally split to avoid the $50,000 threshold, must comply with the following formal process:
(A) Notice Inviting Bids. Notices inviting informal bids must be posted at City Hall distributed (either electronically or otherwise) at least ten days before the deadline for submitting bids to all vendors on the city's list for the supplies being sought and to such other vendors as the purchasing agent deems appropriate. The notice soliciting bids must describe the supplies needed in general and generic terms, identify security required for the bid, how bid specifications can be obtained, and designate the deadline and place for submitting informal bids. The purchasing agent is responsible for soliciting sealed bids from all responsible prospective vendors whose names are on the bidders' list maintained by the requesting department. (B) Bidder's Security. The purchasing agent may require bidders to secure bids and performance in a manner approved by the purchasing agent and in a form approved by the city attorney. Unsuccessful bidders are entitled to the return of bid security within sixty days after the date of the award. When deemed necessary by the purchasing agent, bidders' security may be prescribed in the notices inviting bids. 272 of 534
Bidders are entitled to return of bid security; provided, that a successful bidder forfeits his or her bid security upon refusal or failure to execute the contract within ten days after the notice of award of contract has been mailed, unless the city is responsible for the delay. If a successful bidder refuses to comply with, or fails to execute, a contract issued by the city within ten days after being awarded the contract, the city may cancel the award and retain any bid security. Compliance with contract requirements includes, without limitation, submission of insurance documentation. Should this occur, the city council may award the contract to the next lowest responsible bidder.
(C) Performance Bonds. The city council or purchasing agent may require a performance bond in an amount reasonably necessary to protect the best interests of the city. If the city council or purchasing agent requires a performance bond, the form and amount of the bond will be described in the notice inviting bids. (D) Bid Opening Procedure. Sealed bids must be submitted to the purchasing agent in an envelope clearly marked as a bid along with the bidder's name and project number written on the outside. The purchasing agent will open properly submitted bids at the time and place stated in the notice inviting bids. A written record and tabulation must be made at the time all bids are received and then opened. Bids received after the time specified in the notice inviting bids will not be accepted. (E) Council Approval. All bids received as part of the formal bidding process must be submitted to the city council by the purchasing agent. The city council may reject all bids or award the purchase contract to the best qualified bidder whose bid or proposal fulfills the purpose intended according to criteria designated in the solicitation, provided that the contract award amount is within the unencumbered appropriation for that item. The city council may waive any minor bid irregularities. If the city does not receive any bids, the city council may:
1. Abandon the purchase;
2. Authorize rebidding the purchase on an informal basis; or
3. Authorize purchasing the supplies on a direct negotiated contract. (F) Tie Bids. If two or more bids received are for the same total amount or unit price, quality and service being equal, the city council may accept one of them or accept the lowest bid made by negotiation with the tie bidders at the time of or after the bid opening.
§ 1-11-8 LOWEST RESPONSIBLE BIDDER.
(A) For the purposes of this chapter, in addition to price, "lowest responsible bidder" will be determined based on consideration of the following factors:
(B) To exercise financial control over purchases; and
(C) To clearly define authority and procedure for the purchasing function. (Ord. 331, passed 5-19-1987)
§ 1-11-3 ORGANIZATION.
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The purchasing system shall be the responsibility of the Finance Department of the city under the supervision of the City Manager/Director of Finance.
(Ord. 331, passed 5-19-1987)
§ 1-11-4 DELEGATION OF PURCHASING AUTHORITY.
The City Manager/Director of Finance or designee, shall have the following responsibilities:
(A) For the administration of all rules and regulations established by this chapter; (B) Make and execute contracts on behalf of the city, involving budgeted or appropriated expenditures;
(C) May authorize any department to purchase budgeted operational supplies, materials, equipment and contractual services, provided that such purchases or contracts shall be made in conformity with the procedures established by this chapter. All purchases, however, shall be subject to review and control of the City Manager/Director of Finance; (D) Is responsible for assuring written specifications for supplies, materials, equipment and contractual services as may be needed to conform with good purchasing practices; (E) Must authorize expenditures for each purchase over $500; (F) Strive to obtain all federal and other tax exemptions to which the city is entitled; and (G) With approval of the Council, join with the state and other units of government in cooperative purchasing plans when the best interest of the city would be served thereby. (Ord. 331, passed 5-19-1987)
§ 1-11-5 FORMAL CONTRACT PROCEDURES.
All purchases in excess of $10,000 are subject to formal sealed bid procedures and must be publicly advertised.
(A) Notice inviting bids.
1. The notice inviting bids must be published in a newspaper of general circulation in the city by one or more insertions, the first of which must be at least seven days before the time of bid opening. The notice shall include a general description of the supplies, materials, equipment and contractual services to be purchased, state where bid blanks and specifications may be secured, and the time and place for bid opening.
2. Whenever feasible, copies of the bid proposal shall be sent to prospective vendors and contractors in an attempt to encourage as wide a response as possible. (B) Bid deposits.
1. Where required by the city and when not so required but deemed necessary or desirable by the City Manager/Director of Finance, all bids shall be accompanied by either a certified or cashier’s check, or a bidder’s bond executed by a corporate surety authorized to engage in such business in California, made payable to the city. Such security shall be in an amount not less than that specified in the notice inviting bids or in the specifications referred to therein, or if no amount is specified by the notice inviting bids, then in an amount not less than 10% of the aggregate amount of the bid. If the successful bidder neglects or refuses to enter into the contract to provide supplies, materials, equipment or contractual services according to specifications referred to therein, the amount of the bidder’s security shall be declared forfeited to the city, and shall be collected and paid into its general fund, and all bonds forfeited shall be prosecuted and the amount thereof collected and paid into such fund.
2. All bids not submitted with the required deposit shall be rejected. Unsuccessful bidders shall be entitled to the return of deposits when such have been required. (C) Sealed bids. Bids shall be sealed, shall be identified as bids on the envelope, shall be submitted at the place and no later than the time stated in the public notice inviting bids, and shall be opened publicly at the time and place stated in the public notice. Bids received after the stated time shall not be accepted and shall be returned to the bidder unopened. (D) Council may reject bids. The Council shall have the authority to accept or reject any or 274 of 534
all bids, or to waive any informalities or minor irregularities in a bid. The Council, after rejecting bids, or if no bids are received, may declare and determine that, in its opinion, based on estimates approved by the City Manager/Director of Finance, the purchase in question may be made without a formal bid procedure and, after the adoption of a resolution to this effect by at least five affirmative votes of the Council, may proceed to have said purchase made in the manner stated without further observation of the provisions of this section. (E) Lowest responsible bidder. In addition to price in determining the “lowest responsible bidder”, consideration will be given to quality and performance of the commodity to be purchased, or service provided by the seller. Criteria for determining the low bid shall include, but not be limited to, the following:
1. 1. The ability, capacity and skill of the bidder to provide the supplies, materials, equipment or contractual services as required; 2. The ability of the bidder to perform the contract or provide the supplies;
2. Whether the bidder has the facilities to perform the contract or provide the supplies promptly, materials, equipment or contractual services or within the time specified, without delay or interference;
3. 3. The character, integrity, reputation, judgment, experience and efficiency of the bidder;
4. 4. The quality bidder's record or performance of previous purchases from said biddercontracts or services;and
5. The previous and existing compliance by the bidder with laws and ordinances relating to the contract;
5.6. 5. The The sufficiency of the financial resources and ability of the bidder to provide future maintenance, repair parts and services for the use of the commodity purchased.perform the contract; and
7. The quality, availability and adaptability of the supplies to the particular use required.
(B) In addition to the foregoing, for the purpose of calculating the lowest responsible bidder, preference will be awarded to local vendors, when the following criteria are met:
1. The vendor is a person or legal entity with a place of business within the city and a valid current business license issued by the city; and
2. The difference between bids from the local vendor and those outside the city is less than the current sales tax benefit the city would receive. (F) Faithful performance bond. When the specifications so provide, the successful bidder shall furnish surety in the form of certified or cashier’s check, corporate surety bond or savings and loan certificate for faithful performance of the contract. (Ord. 331, passed 5-19-1987)
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§ 1-11-6 WAIVER OF FORMAL BID PROCEDURES.
Formal bid procedures of items over $10,000 can only be waived if the purchase is:
(A) Of urgent necessity for the preservation of life, health or property; (B) Waived by Council resolution passed by at least four affirmative votes; and/or (C) Available from only one source. Sole source procurement must be adequately justified. (Ord. 331, passed 5-19-1987)
§ 1-11-7 OPEN MARKET PURCHASES.
All purchases of $10,000 or less shall be based, when feasible and when in the best interest of the city, on at least three competitive quotations, written or verbal, and shall be awarded to the lowest responsible bidder. Sole source justification for awards shall be prepared by the requesting department subject to acceptance by the City Manager/Director of Finance. Preference for one particular brand may be challenged unless evidence can be supplied as to the benefits to the city of limiting procurement to a specific brand.
(Ord. 331, passed 5-19-1987)
§ 1-11-8 COLLUSION WITH BIDDER.
Any officer of the city or any department thereof who shall aid or assist a bidder in securing a contract to furnish supplies, materials, equipment or contractual services at a higher price than that proposed by any other bidder, who shall favor one bidder over another by giving or withholding information, or who shall willfully mislead any bidder in regard to the character of the materials or supplies called for, or who shall knowingly accept commodities of a quality inferior to those called for by the contract, or who shall knowingly certify to a greater amount of labor performed than has actually been performed, or to the receipt of a greater amount or different kind of materials or supplies than have actually been received, shall be deemed guilty of malfeasance and shall be removed from office. (Ord. 331, passed 5-19-1987)
§ 1-11-9 COLLUSION BY BIDDER.PROFESSIONAL SERVICES.
The city manager may contract for professional services in an amount not to exceed $50,000 dollars. Professional services estimated to cost more than $50,000 must be approved by the city council. The manner by which all professional services are selected and contracted may be governed by administrative policy and procedures promulgated by the city manager and approved as to form by the city attorney.
If at any time it shall be found that the person to whom a contract has been awarded has in presenting any bid or bids, colluded with any other party or parties for the purpose of preventing any other bid being made, then the contract so awarded shall be null and void. (Ord. 331, passed 5-19-1987)
§ 1-11-10 EXEMPT FROM BIDDING.
Contractual services will not include the following, which will be exempt from the bidding requirements:
(A) Contracts involving the obtaining of professional or specialized skills such as, but not limited to, services rendered by attorneys, architects, engineers, accountants and specialized consultants;
(B) When calling for bids on a competitive basis in the opinion of the City Manager/Director of Finance is undesirable, impossible, unavailing or incongruous; and (C) Where the City Manager/Director of Finance’s requirements can be met solely by a single patented article or process.
(Ord. 331, passed 5-19-1987)
§ 1-11-10 SEGMENTATION PROHIBITED.
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It is a violation of this chapter to knowingly take action to separate purchases, contracts, projects, or requirements into smaller units or segments solely for the purpose of evading the competitive formal or informal bidding requirements and approval thresholds set forth in this chapter. Any such related or artificially divided transactions shall be aggregated for approval, threshold, and bidding purposes.
§ 1-11-11 EMPLOYMENT CONTRACTS.
This Chapter does not apply to the employment of any person by the City at a regular salary. § 1-11-12 EXECUTION OF CONTRACTS.
(A) Generally. The city is not bound by any contract unless the contract is in writing, approved as to form by the city attorney, and signed on behalf of the city by an officer or officers as set forth in this chapter. Any such officer must sign a contract on the city's behalf when directed to do so by the city council. No contract will be considered executed or binding unless these requirements are satisfied. (B) City council authority. Unless otherwise provided in this code, a resolution, or ordinance, the city council must approve all contracts and direct the mayor, or other officer, to sign a contract on the city's behalf.
(C) Emergency contracting. In the event of a declared state of emergency, the city manager may bind the city, with or without a written contract, for the acquisition of equipment, materials, supplies, labor, services or other items. (D) Signature authority. In accordance with Government Code § 40602, the following officers are authorized to sign contracts on the city’s behalf:
1. The mayor or, in the mayor's absence, the mayor pro tem;
2. The city manager when directed to do so by the city council, resolution, ordinance, or any provision of this code;
3. The city attorney when directed to do so by the city council, to retain special counsel, retain expert witnesses in anticipation;
4. The city manager for contracts not to exceed $50,000 or those negotiated pursuant to § 1-21-4(A); and
5. Directors for contracts not to exceed $5,000.
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